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WO2018042577A1 - Pipe reinforcing structure and pipe reinforcing method - Google Patents

Pipe reinforcing structure and pipe reinforcing method Download PDF

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Publication number
WO2018042577A1
WO2018042577A1 PCT/JP2016/075567 JP2016075567W WO2018042577A1 WO 2018042577 A1 WO2018042577 A1 WO 2018042577A1 JP 2016075567 W JP2016075567 W JP 2016075567W WO 2018042577 A1 WO2018042577 A1 WO 2018042577A1
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WO
WIPO (PCT)
Prior art keywords
pipe
reinforcing member
curved plate
piping
flange portion
Prior art date
Application number
PCT/JP2016/075567
Other languages
French (fr)
Japanese (ja)
Inventor
西田 秀高
栄郎 松村
啓司 森下
敏明 片岡
Original Assignee
中国電力株式会社
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 中国電力株式会社 filed Critical 中国電力株式会社
Priority to PCT/JP2016/075567 priority Critical patent/WO2018042577A1/en
Priority to JP2017502905A priority patent/JP6142974B1/en
Publication of WO2018042577A1 publication Critical patent/WO2018042577A1/en

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Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L57/00Protection of pipes or objects of similar shape against external or internal damage or wear
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F22STEAM GENERATION
    • F22BMETHODS OF STEAM GENERATION; STEAM BOILERS
    • F22B37/00Component parts or details of steam boilers
    • F22B37/02Component parts or details of steam boilers applicable to more than one kind or type of steam boiler
    • F22B37/10Water tubes; Accessories therefor

Definitions

  • Patent Document 1 listed below describes a reinforcing tool including a plurality of metal reinforcing members each having a curved plate portion and a flange portion.
  • a plurality of metal reinforcing members are disposed so as to surround a pipe, and adjacent flange portions are fixed to each other to reinforce the strength of the pipe.
  • ⁇ Piping is subject to variations in outer diameter and shape due to manufacturing variations. Moreover, in the welding part which welded piping, an unevenness
  • An object of the present invention is to solve the above problems and provide a pipe reinforcement structure and a pipe reinforcement method capable of reinforcing a pipe even when there is a variation in the shape of the pipe or unevenness. To do.
  • a pipe reinforcement structure is a reinforcement structure that reinforces a pipe for flowing high-temperature and high-pressure steam, and includes a first curved plate portion that curves to face an outer peripheral surface of the pipe, A first reinforcing member having a first flange portion protruding outward in a radial direction of the pipe from a circumferential end portion of the one curved plate portion; A second curved plate portion arranged adjacent to the plate portion in the circumferential direction of the pipe; and a first flange portion projecting outward in the radial direction of the pipe from a circumferential end portion of the second curved plate portion.
  • a second reinforcing member having a second flange portion opposed to the first flange member, and the first reinforcing member and the second reinforcing member, when the first reinforcing member and the second reinforcing member are disposed on an outer peripheral surface of the pipe,
  • a fixing member for fixing the second flange portion, the first reinforcing member and the arrangement; And between the second reinforcing member and the pipe, and when the first flange portion and the second flange portion are fixed to each other, the foam metal that compressively deforms in the radial direction of the pipe And a layer.
  • the foamed metal layer is provided between the first reinforcing member and the pipe and between the second reinforcing member and the pipe, the foamed metal layer is compressed and deformed corresponding to the shape of the pipe.
  • the pipes can be reinforced by the reinforcing members.
  • the foam metal layer is provided on the entire circumference in the circumferential direction of the pipe.
  • the pipe can be reinforced in the entire circumference in the circumferential direction of the pipe.
  • the first reinforcing member and the second reinforcing member extend in a direction along the axial direction of the pipe
  • the foam metal layer includes the first reinforcing member and the second reinforcing member. It overlaps with the member and is provided in a direction along the axial direction of the pipe. According to this, it can suppress that a clearance gap arises between each reinforcement member and piping in the direction along the axial direction of piping, and can reinforce piping effectively.
  • the foam metal layer is provided so as to cover a welded portion that protrudes radially outward from the outer peripheral surface of the pipe. According to this, since the foam metal layer is compressed and deformed corresponding to the unevenness of the welded portion, it is possible to suppress the generation of a gap in the vicinity of the welded portion.
  • a plurality of the foam metal layers are provided on the outer peripheral surface of the pipe. According to this, according to the magnitude
  • the foam metal layer is spirally wound around the outer peripheral surface of the pipe along the axial direction of the pipe. According to this, a foam metal layer can be easily provided in the direction along the axial direction of piping.
  • the inner diameter of the annular portion formed by the first curved plate portion and the second curved plate portion when the first flange portion and the second flange portion are brought into contact with each other It is larger than the outer diameter of the pipe. According to this, even if the outer diameter of the pipe is small, the foamed metal layer is provided between the first curved plate portion and the second curved plate portion and the pipe, so the first curved plate portion and the second curved plate portion are provided. It can suppress that a clearance gap arises between a curved board part and piping.
  • the lengths of the first curved plate portion and the second curved plate portion in the axial direction of the pipe are respectively the first flange portion and the second flange portion of the pipe. Longer than the length in the axial direction. According to this, since the first curved plate portion and the second curved plate portion are provided longer than the first flange portion and the second flange portion, by fixing the first flange portion and the second flange portion, In the axial direction of the pipe, the pipe can be reinforced with respect to a portion wider than each flange portion.
  • the length of the first reinforcing member and the second reinforcing member in the axial direction of the pipe is three times or more the outer diameter of the pipe. According to this, generation
  • the thicknesses of the first flange portion and the second flange portion in the circumferential direction of the pipe are respectively connected to the first curved plate portion and the second curved plate portion. Thicker than the outer part in the radial direction. According to this, generation
  • a method for reinforcing a pipe is a reinforcing method for reinforcing a pipe for flowing high-temperature and high-pressure steam, the step of winding a foam metal sheet around the outer peripheral surface of the pipe, the outer peripheral surface of the pipe, A first reinforcing member having a first curved plate portion that curves oppositely, and a first flange portion that protrudes outward in a radial direction of the pipe from a circumferential end portion of the first curved plate portion; A second reinforcing member having a second curved plate portion that is curved to face the outer peripheral surface of the pipe, and a second flange portion that protrudes radially outward from the circumferential end of the second curved plate portion.
  • first reinforcing member and the second reinforcing member so as to surround the outer peripheral surface of the pipe, and fixing the opposed first flange portion and second flange portion.
  • the foamed metal layer is provided between the first reinforcing member and the pipe and between the second reinforcing member and the pipe, the foamed metal layer is compressed and deformed corresponding to the shape of the pipe.
  • the foamed metal layer is compressed and deformed corresponding to the shape of the pipe. Therefore, it is possible to suppress the occurrence of a gap between each reinforcing member and the pipe. Therefore, even if there is unevenness in the shape of the pipe and the outer peripheral surface, the pipe can be reinforced by each reinforcing member.
  • an inner diameter of an annular portion formed by the first curved plate portion and the second curved plate portion when the first flange portion and the second flange portion are brought into contact with each other. Includes a step of forming the first reinforcing member and the second reinforcing member so as to be larger than the outer diameter of the pipe. According to this, even if the outer diameter of the pipe is small, the foamed metal layer is provided between the first curved plate portion and the second curved plate portion and the pipe, so the first curved plate portion and the second curved plate portion are provided. It can suppress that a clearance gap arises between a curved board part and piping.
  • the pipe reinforcing structure and the pipe reinforcing method of the present invention it is possible to reinforce the pipe even when there are variations in the shape of the pipe and unevenness.
  • FIG. 1 is a front view for explaining a piping reinforcement structure according to the first embodiment.
  • FIG. 2 is a cross-sectional view taken along the line II-II ′ of FIG.
  • FIG. 3 is an enlarged cross-sectional view of the first flange portion and the second flange portion shown in FIG. 4 is a cross-sectional view taken along the line IV-IV 'of FIG.
  • FIG. 5 is an enlarged cross-sectional view of the first curved plate portion and the second curved plate portion shown in FIG.
  • FIG. 6 is a perspective view schematically showing an example of a foam metal layer.
  • FIG. 7 is a front view showing a pipe provided with a welded portion.
  • FIG. 8 is a longitudinal cross-sectional view for explaining a piping reinforcement structure in a welded portion.
  • FIG. 9 is a cross-sectional view of the first reinforcing member and the second reinforcing member for explaining the pipe reinforcing method according to the first embodiment.
  • FIG. 10 is a front view for explaining the step of winding the foam metal layer around the pipe.
  • FIG. 11 is a front view for explaining a first modification of the step of winding the foam metal layer around the pipe.
  • FIG. 12 is a cross-sectional view for explaining a first modification of the step of winding the foam metal layer around the pipe.
  • FIG. 13 is sectional drawing for demonstrating the 2nd modification of the process of winding a metal foam layer around piping.
  • FIG. 14 is a cross-sectional view for explaining a process of attaching the foam metal layer to the first reinforcing member.
  • FIG. 15 is a cross-sectional view for explaining a process of attaching the foam metal layer to the second reinforcing member.
  • FIG. 16 is a schematic diagram for explaining a process of attaching the first reinforcing member and the second reinforcing member to the pipe.
  • FIG. 17 is a front view for explaining a piping reinforcement structure according to the second embodiment.
  • FIG. 18 is a front view showing a pipe according to the second embodiment.
  • FIG. 19 is a front view when a metal foam layer is wound around the pipe according to the second embodiment.
  • FIG. 20 is a front view showing another example when the foam metal layer is wound around the pipe according to the second embodiment.
  • FIG. 1 is a front view for explaining a piping reinforcement structure according to the first embodiment.
  • FIG. 2 is a cross-sectional view taken along the line II-II ′ of FIG.
  • FIG. 3 is an enlarged cross-sectional view of the first flange portion and the second flange portion shown in FIG. 4 is a cross-sectional view taken along the line IV-IV ′ of FIG.
  • FIG. 5 is an enlarged cross-sectional view of the first curved plate portion and the second curved plate portion shown in FIG.
  • the pipe reinforcement structure 1 of the present embodiment includes a reinforcing tool 20 and a foam metal layer 31 and is attached in a state of surrounding the outer peripheral surface 10 s of the pipe 10.
  • the pipe 10 has a cylindrical shape and is used for flowing power steam through the internal space over a long period of time.
  • the power steam has, for example, a steam temperature of about 300 ° C. or more and 650 ° C. or less, and a steam pressure of about 5 MPa or more and 8 MPa or less. Since the high-temperature and high-pressure power steam flows, the pipe 10 may be deteriorated by creep.
  • ferritic chromium steel having a low coefficient of thermal expansion is used.
  • a chromium (Cr) content of about 9 wt% or more and 12 wt% or less is used.
  • the outer diameter D1 (see FIG. 2) of the pipe 10 varies depending on the application, but is determined within a range of, for example, 100 mm or more and 1000 mm or less. Further, the thickness tx (see FIG. 2) of the pipe 10 is determined in a range of 40 mm or more and 70 mm or less, for example. The outer diameter D1 and the thickness tx of the pipe 10 are determined in consideration of various conditions such as the temperature, pressure, flow rate, and flow velocity of the power steam.
  • the portion to be reinforced in the present embodiment is a straight pipe portion of the pipe 10 that is substantially linear.
  • a reinforcing tool 20 for reinforcing the strength of the pipe 10 is attached to the straight pipe portion of the pipe 10.
  • the reinforcing tool 20 includes a first reinforcing member 21A and a second reinforcing member 21B.
  • the first reinforcing member 21A and the second reinforcing member 21B have a predetermined length along the axial direction of the pipe 10, and the outer peripheral surface 10s of the pipe 10 is composed of the first reinforcing member 21A and the second reinforcing member 21B. Is placed around.
  • the first reinforcing member 21A and the second reinforcing member 21B are made of a material having a higher creep strength than the material of the pipe 10 (ferrite chrome steel).
  • ferrite chrome steel For example, stainless steel, nickel alloy, cobalt alloy, or high chromium steel is used for the first reinforcing member 21A and the second reinforcing member 21B. Since the first reinforcing member 21A and the second reinforcing member 21B are made of a material having a creep strength higher than that of the pipe 10, the reinforcing strength of the pipe 10 can be increased.
  • the first reinforcing member 21A includes a first curved plate portion 22A and first flange portions 23A and 24A.
  • the first curved plate portion 22 ⁇ / b> A is a plate-like member that curves to face the outer peripheral surface 10 s of the pipe 10.
  • the inner peripheral surface of the first curved plate portion 22A is curved with substantially the same curvature as the outer peripheral surface 10s of the pipe 10.
  • the first flange portion 23 ⁇ / b> A is provided on one end side in the circumferential direction of the first curved plate portion 22 ⁇ / b> A and protrudes outward in the radial direction of the pipe 10.
  • the first flange portion 24 ⁇ / b> A is provided on the other end side in the circumferential direction of the first curved plate portion 22 ⁇ / b> A and protrudes outward in the radial direction of the pipe 10.
  • the second reinforcing member 21B includes a second curved plate portion 22B and second flange portions 23B and 24B.
  • the second curved plate portion 22 ⁇ / b> B is a plate-like member that curves to face the outer peripheral surface 10 s of the pipe 10.
  • the inner peripheral surface of the second curved plate portion 22B is curved with substantially the same curvature as the outer peripheral surface 10s of the pipe 10.
  • the second flange portion 23 ⁇ / b> B is provided on one end side in the circumferential direction of the second curved plate portion 22 ⁇ / b> B and protrudes outward in the radial direction of the pipe 10.
  • the second flange portion 24B is provided on the other end side in the circumferential direction of the second curved plate portion 22B, and projects outward in the radial direction of the pipe 10.
  • the length of the first curved plate portion 22A and the second curved plate portion 22B in the axial direction of the pipe 10 is longer than the length of the first flange portion 23A and the second flange portion 23B, respectively. It has become.
  • a portion where the first flange portion 23A is not provided is a first portion 21Aa and a third portion 21Ac, and a portion where the first flange portion 23A is provided is a second portion 21Ab.
  • the first reinforcing member 21A is continuously arranged in the order of the first portion 21Aa, the second portion 21Ab, and the third portion 21Ac.
  • the second reinforcing member 21B is continuously arranged in the order of the first portion 21Ba, the second portion 21Bb, and the third portion 21Bc in the axial direction of the pipe 10. That is, in FIG.2 and FIG.3, sectional drawing in 2nd part 21Ab of 21 A of 1st reinforcement members and 2nd part 21Bb of 2nd reinforcement member 21B is shown.
  • the second reinforcing member 21 ⁇ / b> B is disposed adjacent to the first reinforcing member 21 ⁇ / b> A in the circumferential direction of the pipe 10.
  • the first curved plate portion 22A is disposed on the opposite side of the second curved plate portion 22B with respect to the central axis C of the pipe 10, and the first curved plate portion 22A and the second curved plate portion 22B An outer peripheral surface 10s of the pipe 10 is surrounded.
  • the first flange portion 23A is disposed to face the second flange portion 23B, and the first flange portion 24A is disposed to face the second flange portion 24B.
  • the opposing first flange portion 23A and second flange portion 23B are fixed by a fixing member 41.
  • the opposing first flange portion 24A and second flange portion 24B are fixed by a fixing member 41.
  • the fixing member 41 is a member for fixing the first flange portion 23A and the second flange portion 23B adjacent in the circumferential direction, and fixing the first flange portion 24A and the second flange portion 24B. 41a and nut 41b.
  • the foam metal layer 31 is provided between the pipe 10 and the first reinforcing member 21A and between the pipe 10 and the second reinforcing member 21B. As shown in FIG. 2, the foam metal layer 31 is provided on the entire circumference of the pipe 10 in the circumferential direction. Further, as shown in FIG. 1, the foam metal layer 31 is provided so as to extend in a direction along the axial direction of the pipe 10, and is substantially the same length as the lengths of the first reinforcing member 21A and the second reinforcing member 21B. And overlaps with the first reinforcing member 21A and the second reinforcing member 21B.
  • FIG. 6 is a perspective view schematically showing an example of a foam metal layer.
  • the foam metal layer 31 a large number of pores 35 are provided in a sheet-like metal layer 34.
  • the metal layer 34 is made of, for example, a material such as stainless steel, iron base material, or nickel base material.
  • the arrangement and size of the pores 35 are randomly formed.
  • the porosity of the foam metal layer 31, that is, the ratio of the volume occupied by the pores 35 in the foam metal layer 31 having a predetermined volume is, for example, 10% or more and 90% or less.
  • the average diameter of the pores 35 is not less than 1 ⁇ m and not more than 1000 ⁇ m.
  • the thickness of one layer of the metal foam layer 31 is, for example, 1 mm or more and 100 mm or less. However, as will be described later, the thickness of the foamed metal layer 31 disposed on the outer peripheral surface 10 s of the pipe 10 can be appropriately changed by providing a plurality of sheet-like foamed metal layers 31 in an overlapping manner
  • the foam metal layer 31 includes a large number of pores 35, when the stress is applied from the outside, the pores 35 are crushed and can be easily compressed and deformed.
  • the foam metal layer 31 is formed in the radial direction of the pipe 10, that is, the thickness of the foam metal layer 31. It can be compressed and deformed in the vertical direction.
  • the plate thickness ta of the first curved plate portion 22A and the second curved plate portion 22B is thinner than the thickness tx of the pipe 10.
  • the pipe 10 is made of 9 chrome steel having a thickness tx of 40 mm
  • the first reinforcing member 21A and the second reinforcing member 21B are made of austenitic stainless steel (for example, SUS304)
  • the plate thickness ta of the first curved plate portion 22A and the second curved plate portion 22B is determined in the range of 5 mm or more and 15 mm or less. That is, the plate thickness ta of the first curved plate portion 22A and the second curved plate portion 22B is set to about 1/8 or more and 3/8 or less of the thickness tx of the pipe 10.
  • the same material as the first curved plate portion 22A is used for the first flange portions 23A and 24A, and is provided integrally with the first curved plate portion 22A.
  • the second flange portions 23B and 24B are made of the same material as the second curved plate portion 22B, and are provided integrally with the second curved plate portion 22B.
  • FIG. 3 the first flange portion 23A and the second flange portion 23B are shown, and the first flange portion 24A and the second flange portion 24B are omitted.
  • the first flange portion 24A and the second flange portion 24B have the same configuration as the first flange portion 23A and the second flange portion 23B.
  • the first flange portion 23A and the second flange portion 23B are plate-like members protruding in the radial direction of the pipe 10, and the plate thickness tb of the first flange portion 23A and the second flange portion 23B. Are thicker than the plate thickness ta of the first curved plate portion 22A and the second curved plate portion 22B, respectively. Thereby, the strength of the first flange portion 23A and the second flange portion 23B is enhanced, and when the fastening force is applied by the fixing member 41, the deformation of the first flange portion 23A and the second flange portion 23B is suppressed. .
  • the first curved plate portion 22A is interlocked with the first flange portion 23A and the second flange portion 23B.
  • the second curved plate portion 22B move in a direction approaching each other in the circumferential direction.
  • the plate thickness tb of the first flange portion 23A and the second flange portion 23B is twice the plate thickness ta of the first curved plate portion 22A and the second curved plate portion 22B, respectively, but is limited to this ratio.
  • the ratio can be set to be larger than 2 times and 3 times or less.
  • the first flange portion 23A and the second flange portion 23B are provided with thick portions 25A and 25B at the connection portions between the first curved plate portion 22A and the second curved plate portion 22B.
  • the thickness in the circumferential direction of the pipe 10 of the first flange portion 23A and the second flange portion 23B is the connecting portion between the first curved plate portion 22A and the second curved plate portion 22B on the inner side in the radial direction. It is thicker than the radially outer part.
  • the thick portions 25A and 25B may be manufactured integrally with the first flange portion 23A and the second flange portion 23B, respectively.
  • the connection portion may be provided by welding a metal having a triangular cross section.
  • the first flange portion 23A is provided with a through hole 23Aa that penetrates in the plate thickness direction.
  • the second flange portion 23B is provided with a through hole 23Ba penetrating in the thickness direction.
  • the through hole 23Aa is disposed substantially concentrically with respect to the through hole 23Ba.
  • the bolt 41a of the fixing member 41 passes through the through hole 23Aa and the through hole 23Ba, and the first flange portion 23A and the second flange portion 23B are fixed by the bolt 41a and the nut 41b.
  • the first flange portion 24A and the second flange portion 24B (not shown in FIG. 3) are similarly provided with through holes, and the first flange portion 24A and the second flange portion 24B are fixed by the fixing member 41.
  • the first flange portion 23 ⁇ / b> A and the second flange portion 23 ⁇ / b> B are fixed by eight fixing members 41. That is, the through holes 23Aa and the through holes 23Ba are also provided in the first flange portion 23A and the second flange portion 23B, respectively, along the axial direction of the pipe 10.
  • the fixing location of 23 A of 1st flange parts and the 2nd flange part 23B may be 9 or more places, and may be 7 or less places.
  • the circumferential direction A predetermined gap SP is provided between the first flange portion 23A and the second flange portion 23B adjacent to each other. That is, by fixing the first flange portion 23A and the second flange portion 23B close to each other with the fixing member 41, the first curved plate portion 22A and the second curved plate portion 22B are moved in the circumferential direction by the gap SP. Pulled in the direction of approach. As a result, the inner diameter D2 (see FIG.
  • the foam metal layer 31 is provided so as to surround the outer peripheral surface 10 s of the pipe 10, so that the outer diameter D ⁇ b> 1 (see FIG. 2) of the pipe 10 due to manufacturing variations of the pipe 10 is the annular portion 22. Even if it is smaller than the inner diameter D2, the gaps between the pipe 10 and the first curved plate portion 22A and between the pipe 10 and the second curved plate portion 22B can be suppressed. For this reason, when the first flange portion 23A and the second flange portion 23B are fixed close to each other in the circumferential direction, the stress tightened toward the inner side in the radial direction with respect to the pipe 10 via the foam metal layer 31 is increased. In addition, the strength of the pipe 10 can be reinforced.
  • the first reinforcing member 21 ⁇ / b> A and the second reinforcing member 21 ⁇ / b> B are arranged according to the shape of each pipe 10. There is no need to manufacture the pipe 10, and the pipe 10 can be easily reinforced by adjusting the thickness of the foam metal layer 31.
  • the foam metal layer 31 is provided on the entire circumference in the circumferential direction of the pipe 10, the concentration of stress caused by minute deformation or eccentricity of the cross-sectional shape of the pipe 10 is suppressed, and the circumferential direction of the pipe 10. Reinforcement can be performed all around.
  • the foam metal layer 31 is laminated in three layers, but the present invention is not limited to this.
  • the metal foam layer 31 may be one layer or two layers, or four or more layers may be laminated. Even when there is a variation in the outer diameter D1 for each pipe 10, the number of the metal foam layers 31 can be easily changed as appropriate.
  • the thickness tc of the foam metal layer 31 can be set based on the difference between the outer diameter D1 of the pipe 10 and the inner diameter D2 of the annular portion 22, and should be a thickness satisfying tc> (D2-D1) / 2. Can do.
  • the lengths of the first curved plate portion 22A and the second curved plate portion 22B in the axial direction of the pipe 10 are longer than the lengths of the first flange portion 23A and the second flange portion 23B, respectively. Yes. As shown in FIGS. 4 and 5, the first flange portion 23A and the second flange portion 23B are not provided in the third portion 21Ac of the first reinforcing member 21A and the third portion 21Bc of the second reinforcing member 21B.
  • the first curved plate portion 22A and the second curved plate portion 22B surround the outer peripheral surface 10s of the pipe 10 in an annular shape. Even in the third portion 21Ac and the third portion 21Bc where the first flange portion 23A and the second flange portion 23B are not provided, between the first curved plate portion 22A and the pipe 10 and between the second curved plate portion 22B and the pipe 10. A foam metal layer 31 is provided therebetween.
  • the circumferential end of the first curved plate portion 22A and the circumferential end of the second curved plate portion 22B are opposed to each other with a gap SP.
  • the clearance SP between the first curved plate portion 22A and the second curved plate portion 22B is the same size as the clearance SP between the first flange portion 23A and the second flange portion 23B shown in FIG.
  • the fixing member 41 fixes the first flange portion 23A and the second flange portion 23B close to each other.
  • the first curved plate portion 22A and the second curved plate portion 22B move in the direction approaching the circumferential direction by the gap SP.
  • the inner diameter D2 (see FIG. 2) of the annular portion 22 formed by the first curved plate portion 22A and the second curved plate portion 22B is reduced, and the foam metal layer 31 is compressed and deformed in the radial direction.
  • No. 10 is subjected to a stress that is tightened inward in the radial direction.
  • the strength of the pipe 10 is reinforced also in the third portion 21Ac and the third portion 21Bc in which the first flange portion 23A and the second flange portion 23B are not provided.
  • the foamed metal layer 31 has a thickness tc even in a portion where the first flange portion 23A and the second flange portion 23B are not provided, and the foamed metal layer 31 is compressed and deformed in the radial direction. To do. For this reason, the difference of the stress applied to the piping 10 can be suppressed between the portion where the first flange portion 23A and the second flange portion 23B are provided and the portion where the first flange portion 23B is not provided. As a result, the strength of the pipe 10 can be increased efficiently.
  • the first reinforcing member 21A and the second reinforcing member 21B extend in the direction along the axial direction of the pipe 10, and the foam metal layer 31 includes the first reinforcing member 21A and the second reinforcing member 21B. 2 It overlaps with the reinforcing member 21 ⁇ / b> B and is provided in a direction along the axial direction of the pipe 10. Thereby, in the direction along the axial direction of the piping 10, it can suppress that a clearance gap produces between the 1st reinforcement member 21A and the piping 10, and between the 2nd reinforcement member 21B and the piping 10, and is effective.
  • the piping 10 can be reinforced.
  • the length in the axial direction of the pipe 10 of the first curved plate portion 22A and the second curved plate portion 22B is larger than the length of the first flange portion 23A and the second flange portion 23B in the axial direction of the pipe 10, respectively. It is getting longer. Accordingly, the first portion 21Aa, the third portion 21Ac, and the first portion 21Ba and the third portion 21Bc of the first reinforcing member 21A, in which the first flange portion 23A and the second flange portion 23B are not provided. Also, the tightening stress is applied to the pipe 10, and the strength of the pipe 10 can be increased efficiently along the axial direction of the pipe 10.
  • the length of the first reinforcing member 21A and the second reinforcing member 21B in the axial direction of the pipe 10 can be changed as appropriate, but is preferably, for example, three times or more the outer diameter D1 of the pipe 10. If it carries out like this, the stress applied to the piping 10 when the 1st reinforcement member 21A and the 2nd reinforcement member 21B are fixed will be disperse
  • FIG. 7 is a front view showing a pipe provided with a welded portion.
  • FIG. 8 is a longitudinal cross-sectional view for explaining a piping reinforcement structure in a welded portion.
  • the pipe 10 has a plurality of pipe members 10 a formed to have a predetermined length, and the pipe members 10 a and the pipe members 10 a are in a state in which ends of each other are abutted in the longitudinal direction. It is welded with.
  • a welded portion 11 is formed along the circumferential direction at a connection portion between the piping member 10a and the piping member 10a.
  • the straight pipe portion of the pipe 10 has a length of several hundred meters with a plurality of pipe members 10a connected by welding.
  • the welded portion 11 protrudes from the outer peripheral surface 10 s of the pipe 10 toward the outside in the radial direction.
  • the height of the welded portion 11 in the direction from the outer peripheral surface 10s of the pipe 10 toward the outside in the radial direction is defined as a height h1.
  • a recessed part may be formed in the vicinity of the welding part 11.
  • the pipe 10 Since the pipe 10, the first reinforcing member 21 ⁇ / b> A, and the second reinforcing member 21 ⁇ / b> B (illustrated in FIG. 8) are all made of a rigid material, it is assumed that the pipe 10 directly does not go through the foam metal layer 31.
  • the first reinforcing member 21 ⁇ / b> A and the second reinforcing member 21 ⁇ / b> B are provided on the outer peripheral surface 10 s, a gap is generated due to the unevenness of the welded portion 11.
  • the foam metal layer 31 is provided on the entire circumference in the circumferential direction of the pipe 10 as described above, and in the direction along the axial direction of the pipe 10, the first reinforcing member 21A and the second reinforcing member. 21B (not shown in FIG. 8). That is, the foam metal layer 31 is provided on the outer peripheral surface 10 s of the pipe 10 so as to cover the welded portion 11.
  • the thickness tc of the foam metal layer 31 is provided to be thicker than at least the height h1 of the welded portion 11.
  • the thickness tc of the metal foam layer 31 is the thickness of the portion where the welded portion 11 is not provided, and is the radial distance between the outer peripheral surface 10s of the pipe 10 and the first curved plate portion 22A. is there.
  • the metal foam layer 31 is more compressively deformed in the portion where the welded portion 11 is provided than in the portion where the welded portion 11 is not provided. Thereby, the foam metal layer 31 contacts the outer peripheral surface 10s in the vicinity of the welded portion 11 and the welded portion 11, and between the outer peripheral surface 10s of the pipe 10 caused by the unevenness of the welded portion 11 and the first curved plate portion 22A. The generation of the gap can be suppressed.
  • first reinforcing member 21A and the second reinforcing member 21B (not shown in FIG. 8) are subjected to stress tightening toward the inside in the radial direction of the pipe 10, a portion where the welded portion 11 is provided; Stress is applied via the foam metal layer 31 to a portion in the vicinity of the weld 11 where the weld 11 is not provided. For this reason, the stress concentration in the welded portion 11 is suppressed, and the strength of the pipe 10 is reinforced in the direction along the axial direction of the pipe 10.
  • a plurality of foam metal layers 31 are provided on the outer peripheral surface 10 s of the pipe 10, so that the thickness of one layer of the foam metal layer 31 is thinner than the height h ⁇ b> 1 of the welded part 11. Even if it exists, according to the height h1 of the welding part 11, it is easy to change the number of layers of the metal foam layer 31 suitably. Therefore, the overall thickness tc of the foam metal layer 31 can be made thicker than the height h1 of the welded portion 11, and the strength of the pipe 10 can be reliably reinforced.
  • FIG. 9 is a cross-sectional view of the first reinforcing member and the second reinforcing member for explaining the pipe reinforcing method according to the first embodiment.
  • the reinforcing tool 20 for the pipe 10 can be produced based on the design dimensions of the pipe 10. Specifically, the first reinforcing member 21A and the second reinforcing member 21B are manufactured so that the inner diameter D3 of the annular portion 22 is larger than the design dimension of the outer diameter D1 (see FIG. 2) of the pipe 10.
  • the inner diameter D3 of the annular portion 22 is such that the first flange portion 23A and the second flange portion 23B are brought into contact with each other, and the first flange portion 24A and the second flange portion 24B are brought into contact with each other.
  • An inner diameter of an annular cross-sectional shape formed by the first curved plate portion 22A and the second curved plate portion 22B is shown.
  • the foam metal layer 31 is provided between the pipe 10 and the first reinforcing member 21A and between the pipe 10 and the second reinforcing member 21B. Even when the inner diameter D3 is larger than the outer diameter D1 of the pipe 10, the gap between the first reinforcing member 21A and the pipe 10 and the gap between the second reinforcing member 21B and the pipe 10 are generated. Can be suppressed. Moreover, since the foam metal layer 31 is provided, it is not necessary to measure the actual dimension of the pipe 10 and produce the first reinforcing member 21A and the second reinforcing member 21B according to the shape of each pipe 10.
  • the first reinforcing member 21 ⁇ / b> A and the second reinforcing member 21 ⁇ / b> B can be manufactured based on the design dimensions of the pipe 10, and the manufacturing cost of the reinforcing tool 20 can be reduced.
  • FIG. 10 is a front view for explaining the step of winding the foam metal layer around the pipe.
  • the metal foam layer 31 is wound around the outer periphery of the pipe 10.
  • the actual shape of the pipe 10 can be measured to fill the difference between the measured outer diameter D1 of the pipe 10 (see FIG. 2) and the design dimension of the inner diameter D3 of the annular portion 22 (see FIG. 9).
  • the thickness td of the foam metal layer 31 is determined.
  • the thickness td of the state in which the foamed metal layer 31 is wound around the pipe 10 is the thickness tc of the foamed metal layer 31 when the first reinforcing member 21A and the second reinforcing member 21B are fixed as shown in FIG. It is thicker than.
  • the thickness td in a state where the foam metal layer 31 is wound can be appropriately changed according to the size of the outer diameter D1 of the pipe 10, the magnitude of the fastening stress, the porosity of the foam metal layer 31, and the like.
  • a long sheet-like material is used as the foam metal layer 31, and the foam metal layer 31 is spirally wound around the outer peripheral surface 10 s of the pipe 10 along the axial direction of the pipe 10. .
  • the foamed metal layer 31 can be easily provided along the axial direction in the portion of the pipe 10 overlapping the first reinforcing member 21A and the second reinforcing member 21B.
  • a plurality of spiral foam metal layers 31 may be stacked and wound around the pipe 10.
  • the metal foam layer 31 it is preferable to wind the metal foam layer 31 so that the ends of the pipe 10 in the axial direction overlap each other.
  • the overlapping portion 31 a where the ends of the metal foam layer 31 overlap is provided in a spiral shape along the axial direction of the pipe 10.
  • FIG. 11 is a front view for explaining a first modification of the step of winding the foam metal layer around the pipe.
  • FIG. 12 is a cross-sectional view for explaining a first modification of the step of winding the foam metal layer around the pipe.
  • FIG. 13 is sectional drawing for demonstrating the 2nd modification of the process of winding a metal foam layer around piping.
  • a plurality of foam metal layers 31 are arranged along the axial direction of the pipe 10.
  • the foam metal layer 31 is wound around the circumferential direction of the pipe 10.
  • six foam metal layers 31 are arranged adjacent to each other in the axial direction of the pipe 10, but the width of the foam metal layer 31 and the foam metal layer arranged in the axial direction of the pipe 10.
  • the number of 31 may be changed as appropriate.
  • each of the foam metal layers 31 has a length corresponding to one circumference of the outer circumference of the pipe 10, and is wound around the circumference of the pipe 10 for each circumference.
  • a plurality of the metal foam layers 31 are stacked in the radial direction of the pipe 10. The present invention is not limited to this, and a plurality of foam metal layers 31 may be wound continuously using a long metal foam layer 31 as shown in FIG.
  • the 11 to 13 has an advantage that the thickness and the number of layers of the foam metal layer 31 can be changed for each block along the axial direction of the pipe 10.
  • the thickness of the foam metal layer 31 can be reduced at the location where the weld 11 described above is provided, and the thickness of the foam metal layer 31 can be increased at the location where the weld 11 is not provided.
  • FIG. 14 is a cross-sectional view for explaining a process of attaching the foam metal layer to the first reinforcing member.
  • FIG. 15 is a cross-sectional view for explaining a process of attaching the foam metal layer to the second reinforcing member.
  • the metal foam layers 31 ⁇ / b> A and 31 ⁇ / b> B may be provided on the first reinforcing member 21 ⁇ / b> A and the second reinforcing member 21 ⁇ / b> B, respectively.
  • the foam metal layer 31A is attached to the first curved plate portion 22A of the first reinforcing member 21A.
  • the foam metal layer 31A is attached from the position overlapping the first flange portion 23A to the position overlapping the first flange portion 24A along the inner peripheral surface 22Aa of the first curved plate portion 22A.
  • a plurality of the metal foam layers 31A are laminated, and the metal foam layers 31A and the first curved plate portion 22A and the metal foam layers 31A are bonded to each other through adhesive layers (not shown).
  • the foam metal layer 31B is attached to the second curved plate portion 22B of the second reinforcing member 21B.
  • the foam metal layer 31B is attached along the inner peripheral surface 22Ba of the second curved plate portion 22B from a position overlapping the second flange portion 23B to a position overlapping the second flange portion 24B.
  • a plurality of foam metal layers 31B are laminated so as to have the same thickness as the total thickness of the foam metal layers 31A shown in FIG.
  • the foam metal layer 31B, the second curved plate portion 22B, and the foam metal layers 31B of the respective layers are bonded together via an adhesive layer (not shown).
  • the place where the work of attaching the foam metal layers 31 ⁇ / b> A and 31 ⁇ / b> B is performed is piping. Therefore, even if a sufficient space cannot be secured around the pipe 10, the metal foam layers 31A and 31B can be easily attached. Further, the foam metal layer 31A and the foam metal layer 31B may be provided to have different thicknesses. Thereby, even if it is a case where distortion, such as eccentricity, has generate
  • FIG. 16 is a schematic diagram for explaining a process of attaching the first reinforcing member and the second reinforcing member to the pipe.
  • the pipe 10 is supported by pipe support portions 101 and 102.
  • the metal foam layer 31 is wound around the pipe 10
  • the metal foam layers 31A and 31B are attached to the first reinforcing member 21A and the second reinforcing member 21B, respectively.
  • the first reinforcing member 21A and the second reinforcing member 21B are disposed so as to surround the pipe 10, and the first reinforcing member 21A and the second reinforcing member 21B are temporarily fixed by the reinforcing tool support portions 103 and 104. .
  • first reinforcing member 21A and the second reinforcing member 21B are arranged such that the first flange portion 23A and the second flange portion 23B face each other and the through hole 23Aa and the through hole 23Ba (see FIG. 3) are continuous. Fine-tune the position of.
  • the first reinforcing member 21A and the second reinforcing member 21B are radially connected to the pipe 10 via the foam metal layer 31 (not shown in FIG. 16). Tightening stress is applied.
  • the strength of the pipe 10 is reinforced by the above reinforcing method. Note that the method of attaching the first reinforcing member 21A and the second reinforcing member 21B shown in FIG. 16 is merely an example, and the configurations of the pipe support portions 101 and 102, the reinforcing tool support portions 103 and 104, and the like are appropriately changed. May be.
  • FIG. 17 is a front view for explaining a piping reinforcement structure according to the second embodiment.
  • FIG. 18 is a front view showing a pipe according to the second embodiment.
  • the piping 12 of this embodiment has the curved part 12a, the straight pipe part 12b, and the straight pipe part 12c.
  • the straight pipe portion 12b is a pipe extending linearly in the horizontal direction.
  • the straight pipe portion 12c is a pipe extending linearly in a direction orthogonal to the extending direction of the straight pipe portion 12b.
  • the bending portion 12a is bent to approximately 90 ° (L-shaped) and connects the straight pipe portion 12b and the straight pipe portion 12c.
  • the portion to be reinforced in the piping reinforcing structure 1A of the present embodiment is a curved portion 12a of the piping 12, a so-called elbow portion.
  • the bending portion 12a is not limited to a configuration that bends to approximately 90 ° (L-shaped), and may be, for example, to be bent to approximately 45 °, or may be configured to bend to approximately 180 ° (U-shaped). It may be.
  • a welded portion 11 ⁇ / b> A is formed along the circumferential direction at a connection portion between the curved portion 12 a and the straight pipe portion 12 b. Further, a welded portion 11B is formed along the circumferential direction at the connection portion between the curved portion 12a and the straight tube portion 12c. Furthermore, a welded portion 11C is provided along the inner curved portion of the curved portion 12a. In the pipe 12, irregularities are provided in the vicinity of these welds 11A, 11B, and 11C.
  • reinforcing tools 20A, 20B, 20C, 20D, and 20E are attached to the curved portion 12a of the pipe 12.
  • the reinforcing tools 20A, 20B, 20C, 20D, and 20E are arranged side by side in a direction along the axial direction of the bending portion 12a.
  • Reinforcing tools 20A, 20B, 20C, 20D, and 20E each include a first reinforcing member 21C and a second reinforcing member 21D.
  • the first reinforcing member 21C and the second reinforcing member 21D have a predetermined length along the axial direction of the pipe 12, and the outer peripheral surface of the curved portion 12a is composed of the first reinforcing member 21C and the second reinforcing member 21D. 12as are disposed around.
  • the reinforcing tools 20A, 20B, 20C, 20D, and 20E are disposed in the bending portion 12a, the reinforcing tools 20A, 20B, 20C, 20D, and 20E are long in a portion corresponding to the outer bending portion of the bending portion 12a and a portion corresponding to the inner bending portion of the bending portion 12a. Are different. That is, in the axial direction of the curved portion 12a, the length L1 of the portion of the second reinforcing member 21D that faces the inner curved portion of the curved portion 12a is opposed to the outer curved portion of the curved portion 12a of the first reinforcing member 21C. It is shorter than the length L2 of the part to be performed.
  • the first reinforcing member 21C includes a first curved plate portion 22C and a first flange portion 23C.
  • the second reinforcing member 21D includes a second curved plate portion 22D and a second flange portion 23D.
  • the 1st flange part similar to the 1st flange part 23C is provided in the edge part on the opposite side with respect to the 1st flange part 23C of the 1st curved board part 22C.
  • the 2nd flange part similar to 2nd flange part 23D is provided in the edge part on the opposite side with respect to 2nd flange part 23D of 2nd curved board part 22D.
  • the metal foam layer 32 is provided between the first reinforcing member 21C and the curved portion 12a and between the second reinforcing member 21D and the curved portion 12a.
  • the metal foam layer 32 is compressed and deformed in the radial direction of the curved portion 12a by the tightening stress applied from the first reinforcing member 21C and the second reinforcing member 21D.
  • produces between 21 C of 1st reinforcement members and the curved part 12a, and between 2nd reinforcement member 21D and the curved part 12a, and can suppress the concentration of stress.
  • the curved portion 12a is a portion where an actual dimensional error of an outer diameter shape or a curved shape is likely to occur with respect to a design dimension.
  • by providing the foamed metal layer 32 generation of a gap due to the dimensional error can be suppressed. .
  • FIG. 19 is a front view when a metal foam layer is wound around the pipe according to the second embodiment.
  • FIG. 20 is a front view showing another example when the foam metal layer is wound around the pipe according to the second embodiment.
  • a long sheet-like material is used as the foam metal layer 32, and the foam metal layer 32 has an outer peripheral surface of the curved portion 12 a along the axial direction of the curved portion 12 a. It is wound around 12as in a spiral. Thereby, even if it is the curved part of the curved part 12a, the metal foam layer 32 can be wound easily.
  • a plurality of the metal foam layers 32 may be laminated as described above.
  • the foam metal layer 32 is provided so as to cover the welded portions 11A, 11B, and 11C.
  • the foam metal layer 32 is compressed and deformed corresponding to the unevenness generated in the vicinity of the welded portions 11A, 11B, and 11C, the stress concentration in the welded portions 11A, 11B, and 11C is suppressed, and the strength of the curved portion 12a is suppressed. Can be reinforced.
  • the winding method of the foam metal layer 32 shown in FIG. 19 is merely an example, and other methods may be used.
  • the metal foam layers 32A, 32B, 32C, 32D, and 32E may be arranged along the axial direction of the curved portion 12a.
  • the foam metal layers 32A, 32B, 32C, 32D, and 32E are provided at positions that respectively overlap the reinforcing tools 20A, 20B, 20C, 20D, and 20E (see FIG. 17).
  • the foam metal layer 32 may be attached to the first reinforcing member 21 ⁇ / b> C and the second reinforcing member 21 ⁇ / b> D.
  • first reinforcing member 21A and the second reinforcing member 21B shown in the first embodiment have a frontal shape and a cross-sectional shape that are line-symmetric with each other, but may be asymmetrical with each other.
  • the first flange portion 23A, 24A and the second flange portion 23B, 24B are provided in two each, but the first flange portion 23A is provided on one end side of the first curved plate portion 22A, and the second curved portion is provided.
  • a second flange portion 23B is provided on one end side of the plate portion 22B, and the other end side of the first curved plate portion 22A and the other end side of the second curved plate portion 22B are fixed to be operable by a hinge structure, for example. May be.

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Thermal Sciences (AREA)
  • Rigid Pipes And Flexible Pipes (AREA)
  • Protection Of Pipes Against Damage, Friction, And Corrosion (AREA)

Abstract

This reinforcing structure for reinforcing a pipe through which high temperature and high pressure steam flows, comprises: a first reinforcing member including a first curved plate part which is curved so as to face the outer circumferential surface of the pipe and including a first flange part which protrudes outward in the radial direction of the pipe from an end, in the circumferential direction, of the first curved plate part; a second reinforcing member including a second curved plate part which is curved so as to face the outer circumferential surface of the pipe and which is disposed to be adjacent, in the circumferential direction of the pipe, with the first curved plate part, and including a second flange part which protrudes outward in the radial direction of the pipe from an end, in the circumferential direction, of the second curved plate part and which is opposed to the first flange part; a fixation member for fixing the first flange part and the second flange part which are opposed to each other when the first reinforcing member and the second reinforcing member are placed on the outer circumferential surface of the pipe; and a foamed metal layer which is provided between the first reinforcing member and the pipe and between the second reinforcing member and the pipe and which is compressed and deformed in the radial direction of the pipe when the first flange part and the second flange part are fixed to each other.

Description

配管の補強構造及び配管の補強方法Piping reinforcement structure and piping reinforcement method
 本発明は、配管の補強構造及び配管の補強方法に関する。 The present invention relates to a piping reinforcing structure and a piping reinforcing method.
 蒸気タービン等の動力として使用される動力用蒸気は、高温高圧のものが用いられる。このような高温高圧の動力用蒸気を流すための配管は、クリープによる劣化が生じる可能性がある。下記特許文献1には、湾曲板部とフランジ部とを有する複数の金属製補強部材を備える補強用具が記載されている。特許文献1の補強用具において、金属製補強部材が配管を囲んで複数配置され、隣り合うフランジ部同士が互いに固定されて配管の強度が補強される。 High-temperature and high-pressure steam is used as power steam used as power for steam turbines and the like. Such piping for flowing high-temperature and high-pressure power steam may be deteriorated by creep. Patent Document 1 listed below describes a reinforcing tool including a plurality of metal reinforcing members each having a curved plate portion and a flange portion. In the reinforcing tool disclosed in Patent Document 1, a plurality of metal reinforcing members are disposed so as to surround a pipe, and adjacent flange portions are fixed to each other to reinforce the strength of the pipe.
特開2014-005862号公報JP 2014-005862 A
 配管は、製造バラツキによる外径の誤差や、形状のバラツキが存在する。また、配管を溶接した溶接部では配管の外周に凹凸が存在する。配管の形状バラツキや凹凸の存在に起因して、配管と補強用具との間に隙間が生じて、配管の補強を行うことが困難となる場合がある。補強用具を取り付ける配管ごとに形状を計測して、それぞれの配管の形状に合わせた補強用具を作製する場合、製造コストが増大する可能性がある。 ¡Piping is subject to variations in outer diameter and shape due to manufacturing variations. Moreover, in the welding part which welded piping, an unevenness | corrugation exists in the outer periphery of piping. Due to the variation in the shape of the piping and the presence of irregularities, there may be a gap between the piping and the reinforcing tool, making it difficult to reinforce the piping. When the shape is measured for each pipe to which the reinforcing tool is attached and the reinforcing tool is manufactured according to the shape of each pipe, the manufacturing cost may increase.
 本発明は、上記課題を解決して、配管の形状バラツキや凹凸が存在する場合であっても配管の補強を行うことが可能な配管の補強構造及び配管の補強方法を提供することを目的とする。 An object of the present invention is to solve the above problems and provide a pipe reinforcement structure and a pipe reinforcement method capable of reinforcing a pipe even when there is a variation in the shape of the pipe or unevenness. To do.
 本発明の一態様による配管の補強構造は、高温高圧の蒸気を流すための配管を補強する補強構造であって、前記配管の外周面と対向して湾曲する第1湾曲板部と、前記第1湾曲板部の周方向の端部から前記配管の径方向の外側に突出する第1フランジ部とを有する第1補強部材と、前記配管の外周面と対向して湾曲し、前記第1湾曲板部と前記配管の周方向に隣り合って配置される第2湾曲板部と、前記第2湾曲板部の周方向の端部から前記配管の径方向の外側に突出し、前記第1フランジ部と対向する第2フランジ部とを有する第2補強部材と、前記第1補強部材と前記第2補強部材とが前記配管の外周面に配置された際に、対向する前記第1フランジ部と前記第2フランジ部とを固定するための固定部材と、前記第1補強部材と前記配管との間及び前記第2補強部材と前記配管との間に設けられ、前記第1フランジ部と前記第2フランジ部とが互いに固定される際に、前記配管の径方向に圧縮変形する発泡金属層と、を有する。 A pipe reinforcement structure according to an aspect of the present invention is a reinforcement structure that reinforces a pipe for flowing high-temperature and high-pressure steam, and includes a first curved plate portion that curves to face an outer peripheral surface of the pipe, A first reinforcing member having a first flange portion protruding outward in a radial direction of the pipe from a circumferential end portion of the one curved plate portion; A second curved plate portion arranged adjacent to the plate portion in the circumferential direction of the pipe; and a first flange portion projecting outward in the radial direction of the pipe from a circumferential end portion of the second curved plate portion. A second reinforcing member having a second flange portion opposed to the first flange member, and the first reinforcing member and the second reinforcing member, when the first reinforcing member and the second reinforcing member are disposed on an outer peripheral surface of the pipe, A fixing member for fixing the second flange portion, the first reinforcing member and the arrangement; And between the second reinforcing member and the pipe, and when the first flange portion and the second flange portion are fixed to each other, the foam metal that compressively deforms in the radial direction of the pipe And a layer.
 これによれば、第1補強部材と配管との間、及び第2補強部材と配管との間に発泡金属層が設けられているので、発泡金属層が配管の形状に対応して圧縮変形して、各補強部材と配管との間に隙間が生じることを抑制できる。したがって、配管の形状バラツキや凹凸が存在する場合であっても各補強部材により配管の補強を行うことができる。 According to this, since the foamed metal layer is provided between the first reinforcing member and the pipe and between the second reinforcing member and the pipe, the foamed metal layer is compressed and deformed corresponding to the shape of the pipe. Thus, it is possible to suppress the occurrence of a gap between each reinforcing member and the pipe. Therefore, even if there is a variation in the shape or irregularities of the pipes, the pipes can be reinforced by the reinforcing members.
 本発明の望ましい態様として、前記発泡金属層は、前記配管の周方向の全周に設けられる。これによれば、配管の周方向の全周において、配管の補強を行うことができる。 As a desirable mode of the present invention, the foam metal layer is provided on the entire circumference in the circumferential direction of the pipe. According to this, the pipe can be reinforced in the entire circumference in the circumferential direction of the pipe.
 本発明の望ましい態様として、前記第1補強部材及び前記第2補強部材は、前記配管の軸方向に沿った方向に延びており、前記発泡金属層は、前記第1補強部材及び前記第2補強部材と重なって、前記配管の軸方向に沿った方向に設けられる。これによれば、配管の軸方向に沿った方向おいて、各補強部材と配管との間に隙間が生じることを抑制でき、効果的に配管の補強を行うことができる。 As a desirable mode of the present invention, the first reinforcing member and the second reinforcing member extend in a direction along the axial direction of the pipe, and the foam metal layer includes the first reinforcing member and the second reinforcing member. It overlaps with the member and is provided in a direction along the axial direction of the pipe. According to this, it can suppress that a clearance gap arises between each reinforcement member and piping in the direction along the axial direction of piping, and can reinforce piping effectively.
 本発明の望ましい態様として、前記発泡金属層は、前記配管の外周面から径方向の外側に突出する溶接部を覆って設けられる。これによれば、溶接部の凹凸に対応して発泡金属層が圧縮変形するので、溶接部の近傍に隙間が発生することを抑制できる。 As a desirable mode of the present invention, the foam metal layer is provided so as to cover a welded portion that protrudes radially outward from the outer peripheral surface of the pipe. According to this, since the foam metal layer is compressed and deformed corresponding to the unevenness of the welded portion, it is possible to suppress the generation of a gap in the vicinity of the welded portion.
 本発明の望ましい態様として、前記発泡金属層は、前記配管の外周面に複数重ねて設けられる。これによれば、各補強部材と配管との径方向の間隔の大きさに応じて、発泡金属層を厚く設けることが容易であり、確実に配管の補強を行うことができる。 As a desirable mode of the present invention, a plurality of the foam metal layers are provided on the outer peripheral surface of the pipe. According to this, according to the magnitude | size of the space | interval of each radial direction between each reinforcement member and piping, it is easy to provide a foam metal layer thickly, and can reinforce piping reliably.
 本発明の望ましい態様として、前記発泡金属層は、前記配管の軸方向に沿って、前記配管の外周面にらせん状に巻き付けられる。これによれば、発泡金属層を配管の軸方向に沿った方向に容易に設けることができる。 As a desirable mode of the present invention, the foam metal layer is spirally wound around the outer peripheral surface of the pipe along the axial direction of the pipe. According to this, a foam metal layer can be easily provided in the direction along the axial direction of piping.
 本発明の望ましい態様として、前記第1フランジ部と前記第2フランジ部とを当接させた際に前記第1湾曲板部と前記第2湾曲板部とで形成される環状部の内径が、前記配管の外径よりも大きい。これによれば、配管の外径が小さい場合であっても、第1湾曲板部及び第2湾曲板部と配管との間に発泡金属層が設けられるので、第1湾曲板部及び第2湾曲板部と配管との間に隙間が生じることを抑制できる。 As a desirable aspect of the present invention, the inner diameter of the annular portion formed by the first curved plate portion and the second curved plate portion when the first flange portion and the second flange portion are brought into contact with each other, It is larger than the outer diameter of the pipe. According to this, even if the outer diameter of the pipe is small, the foamed metal layer is provided between the first curved plate portion and the second curved plate portion and the pipe, so the first curved plate portion and the second curved plate portion are provided. It can suppress that a clearance gap arises between a curved board part and piping.
 本発明の望ましい態様として、前記第1湾曲板部及び前記第2湾曲板部の、前記配管の軸方向の長さが、それぞれ、前記第1フランジ部及び前記第2フランジ部の、前記配管の軸方向における長さよりも長い。これによれば、第1湾曲板部及び第2湾曲板部が第1フランジ部及び第2フランジ部よりも長く設けられているので、第1フランジ部と第2フランジ部とを固定することで、配管の軸方向において、各フランジ部よりも広い部分について配管の補強を行うことができる。 As a desirable aspect of the present invention, the lengths of the first curved plate portion and the second curved plate portion in the axial direction of the pipe are respectively the first flange portion and the second flange portion of the pipe. Longer than the length in the axial direction. According to this, since the first curved plate portion and the second curved plate portion are provided longer than the first flange portion and the second flange portion, by fixing the first flange portion and the second flange portion, In the axial direction of the pipe, the pipe can be reinforced with respect to a portion wider than each flange portion.
 本発明の望ましい態様として、前記第1補強部材及び前記第2補強部材の、前記配管の軸方向における長さは、前記配管の外径の3倍以上である。これによれば、第1補強部材及び第2補強部材を固定したときの、配管の応力集中の発生を抑制することができる。 As a desirable aspect of the present invention, the length of the first reinforcing member and the second reinforcing member in the axial direction of the pipe is three times or more the outer diameter of the pipe. According to this, generation | occurrence | production of the stress concentration of piping can be suppressed when the 1st reinforcement member and the 2nd reinforcement member are fixed.
 本発明の望ましい態様として、前記第1フランジ部及び前記第2フランジ部の、前記配管の周方向における厚さは、それぞれ、前記第1湾曲板部及び前記第2湾曲板部との接続箇所において、径方向の外側の部分よりも厚い。これによれば、第1フランジ部及び第2フランジ部のそれぞれの接続箇所における応力集中の発生を抑制することができる。 As a desirable aspect of the present invention, the thicknesses of the first flange portion and the second flange portion in the circumferential direction of the pipe are respectively connected to the first curved plate portion and the second curved plate portion. Thicker than the outer part in the radial direction. According to this, generation | occurrence | production of the stress concentration in each connection location of a 1st flange part and a 2nd flange part can be suppressed.
 本発明の一態様による配管の補強方法は、高温高圧の蒸気を流すための配管を補強する補強方法であって、前記配管の外周面に発泡金属シートを巻き付ける工程と、前記配管の外周面と対向して湾曲する第1湾曲板部と、前記第1湾曲板部の周方向の端部から前記配管の径方向の外側に突出する第1フランジ部とを有する第1補強部材と、前記配管の外周面と対向して湾曲する第2湾曲板部と、前記第2湾曲板部の周方向の端部から前記配管の径方向の外側に突出する第2フランジ部とを有する第2補強部材と、を用意して、前記第1補強部材と前記第2補強部材とを前記配管の外周面を囲んで配置し、対向する前記第1フランジ部と前記第2フランジ部とを固定することで、前記発泡金属シートを前記配管の径方向に圧縮変形させる工程と、を含む。 A method for reinforcing a pipe according to an aspect of the present invention is a reinforcing method for reinforcing a pipe for flowing high-temperature and high-pressure steam, the step of winding a foam metal sheet around the outer peripheral surface of the pipe, the outer peripheral surface of the pipe, A first reinforcing member having a first curved plate portion that curves oppositely, and a first flange portion that protrudes outward in a radial direction of the pipe from a circumferential end portion of the first curved plate portion; A second reinforcing member having a second curved plate portion that is curved to face the outer peripheral surface of the pipe, and a second flange portion that protrudes radially outward from the circumferential end of the second curved plate portion. And arranging the first reinforcing member and the second reinforcing member so as to surround the outer peripheral surface of the pipe, and fixing the opposed first flange portion and second flange portion. The step of compressing and deforming the foam metal sheet in the radial direction of the pipe , Including the.
 これによれば、第1補強部材と配管との間、及び第2補強部材と配管との間に発泡金属層が設けられているので、発泡金属層が配管の形状に対応して圧縮変形して、各補強部材と配管との間に隙間が生じることを抑制できる。したがって、配管の形状バラツキや外周面に凹凸が存在する場合であっても、各補強部材により配管の補強を行うことができる。 According to this, since the foamed metal layer is provided between the first reinforcing member and the pipe and between the second reinforcing member and the pipe, the foamed metal layer is compressed and deformed corresponding to the shape of the pipe. Thus, it is possible to suppress the occurrence of a gap between each reinforcing member and the pipe. Therefore, even if there is unevenness in the shape of the pipe and the outer peripheral surface, the pipe can be reinforced by each reinforcing member.
 本発明の望ましい態様として、前記第1フランジ部と前記第2フランジ部とを当接させた際に、前記第1湾曲板部と、前記第2湾曲板部とで形成される環状部の内径が、前記配管の外径よりも大きくなるように、前記第1補強部材と前記第2補強部材とを形成する工程を含む。これによれば、配管の外径が小さい場合であっても、第1湾曲板部及び第2湾曲板部と配管との間に発泡金属層が設けられるので、第1湾曲板部及び第2湾曲板部と配管との間に隙間が生じることを抑制できる。 As a desirable aspect of the present invention, an inner diameter of an annular portion formed by the first curved plate portion and the second curved plate portion when the first flange portion and the second flange portion are brought into contact with each other. Includes a step of forming the first reinforcing member and the second reinforcing member so as to be larger than the outer diameter of the pipe. According to this, even if the outer diameter of the pipe is small, the foamed metal layer is provided between the first curved plate portion and the second curved plate portion and the pipe, so the first curved plate portion and the second curved plate portion are provided. It can suppress that a clearance gap arises between a curved board part and piping.
 本発明の配管の補強構造及び配管の補強方法によれば、配管の形状バラツキや凹凸が存在する場合であっても配管の補強を行うことが可能である。 According to the pipe reinforcing structure and the pipe reinforcing method of the present invention, it is possible to reinforce the pipe even when there are variations in the shape of the pipe and unevenness.
図1は、第1の実施形態に係る配管の補強構造を説明するための正面図である。FIG. 1 is a front view for explaining a piping reinforcement structure according to the first embodiment. 図2は、図1のII-II’線に沿う断面図である。FIG. 2 is a cross-sectional view taken along the line II-II ′ of FIG. 図3は、図2に示す第1フランジ部及び第2フランジ部を拡大して示す断面図である。FIG. 3 is an enlarged cross-sectional view of the first flange portion and the second flange portion shown in FIG. 図4は、図1のIV-IV’線に沿う断面図である。4 is a cross-sectional view taken along the line IV-IV 'of FIG. 図5は、図4に示す第1湾曲板部及び第2湾曲板部を拡大して示す断面図である。FIG. 5 is an enlarged cross-sectional view of the first curved plate portion and the second curved plate portion shown in FIG. 図6は、発泡金属層の一例を模式的に示す斜視図である。FIG. 6 is a perspective view schematically showing an example of a foam metal layer. 図7は、溶接部が設けられた配管を示す正面図である。FIG. 7 is a front view showing a pipe provided with a welded portion. 図8は、溶接部における配管の補強構造を説明するための縦断面図である。FIG. 8 is a longitudinal cross-sectional view for explaining a piping reinforcement structure in a welded portion. 図9は、第1の実施形態に係る配管の補強方法を説明するための第1補強部材及び第2補強部材の断面図である。FIG. 9 is a cross-sectional view of the first reinforcing member and the second reinforcing member for explaining the pipe reinforcing method according to the first embodiment. 図10は、配管に発泡金属層を巻き付ける工程を説明するための正面図である。FIG. 10 is a front view for explaining the step of winding the foam metal layer around the pipe. 図11は、配管に発泡金属層を巻き付ける工程の第1変形例を説明するための正面図である。FIG. 11 is a front view for explaining a first modification of the step of winding the foam metal layer around the pipe. 図12は、配管に発泡金属層を巻き付ける工程の第1変形例を説明するための断面図である。FIG. 12 is a cross-sectional view for explaining a first modification of the step of winding the foam metal layer around the pipe. 図13は、配管に発泡金属層を巻き付ける工程の第2変形例を説明するための断面図である。FIG. 13: is sectional drawing for demonstrating the 2nd modification of the process of winding a metal foam layer around piping. 図14は、第1補強部材に発泡金属層を貼り付ける工程を説明するための断面図である。FIG. 14 is a cross-sectional view for explaining a process of attaching the foam metal layer to the first reinforcing member. 図15は、第2補強部材に発泡金属層を貼り付ける工程を説明するための断面図である。FIG. 15 is a cross-sectional view for explaining a process of attaching the foam metal layer to the second reinforcing member. 図16は、配管に第1補強部材及び第2補強部材を取り付ける工程を説明するための模式図である。FIG. 16 is a schematic diagram for explaining a process of attaching the first reinforcing member and the second reinforcing member to the pipe. 図17は、第2の実施形態に係る配管の補強構造を説明するための正面図である。FIG. 17 is a front view for explaining a piping reinforcement structure according to the second embodiment. 図18は、第2の実施形態に係る配管を示す正面図である。FIG. 18 is a front view showing a pipe according to the second embodiment. 図19は、第2の実施形態に係る配管に発泡金属層を巻き付けたときの正面図である。FIG. 19 is a front view when a metal foam layer is wound around the pipe according to the second embodiment. 図20は、第2の実施形態に係る配管に発泡金属層を巻き付けたとき他の例を示す正面図である。FIG. 20 is a front view showing another example when the foam metal layer is wound around the pipe according to the second embodiment.
 以下、本発明に係る配管の補強構造及び配管の補強方法の実施形態について、図面を参照して詳細に説明する。なお、以下の実施形態によりこの発明が限定されるものではない。また、この実施形態の構成要素には、発明の同一性を維持しつつ置換可能かつ置換自明なものが含まれる。また、この実施形態に記載された方法、装置及び変形例は、当業者自明の範囲内にて任意に組み合わせが可能である。 Hereinafter, embodiments of a pipe reinforcement structure and a pipe reinforcement method according to the present invention will be described in detail with reference to the drawings. In addition, this invention is not limited by the following embodiment. Further, the constituent elements of this embodiment include those that can be replaced while maintaining the identity of the invention and that are obvious for replacement. Moreover, the method, apparatus, and modification example described in this embodiment can be arbitrarily combined within the scope obvious to those skilled in the art.
(第1の実施形態)
 図1は、第1の実施形態に係る配管の補強構造を説明するための正面図である。図2は、図1のII-II’線に沿う断面図である。図3は、図2に示す第1フランジ部及び第2フランジ部を拡大して示す断面図である。図4は、図1のIV-IV’線に沿う断面図である。図5は、図4に示す第1湾曲板部及び第2湾曲板部を拡大して示す断面図である。
(First embodiment)
FIG. 1 is a front view for explaining a piping reinforcement structure according to the first embodiment. FIG. 2 is a cross-sectional view taken along the line II-II ′ of FIG. FIG. 3 is an enlarged cross-sectional view of the first flange portion and the second flange portion shown in FIG. 4 is a cross-sectional view taken along the line IV-IV ′ of FIG. FIG. 5 is an enlarged cross-sectional view of the first curved plate portion and the second curved plate portion shown in FIG.
 図1に示すように、本実施形態の配管の補強構造1は、補強用具20と、発泡金属層31とを含み、配管10の外周面10sを囲んだ状態で取り付けられる。配管10は、円筒状であり、内部空間に動力用蒸気を長期間に亘って流すためのものである。動力用蒸気は、例えば、蒸気温度が300℃以上、650℃以下程度であり、蒸気圧力が5MPa以上、8MPa以下程度である。高温高圧の動力用蒸気が流れることから、配管10は、クリープによる劣化が生じる可能性がある。配管10は、熱膨張率が低いフェライト系クロム鋼が用いられる。フェライト系クロム鋼は、例えばクロム(Cr)含有率が9wt%以上、12wt%以下程度のものが用いられる。 As shown in FIG. 1, the pipe reinforcement structure 1 of the present embodiment includes a reinforcing tool 20 and a foam metal layer 31 and is attached in a state of surrounding the outer peripheral surface 10 s of the pipe 10. The pipe 10 has a cylindrical shape and is used for flowing power steam through the internal space over a long period of time. The power steam has, for example, a steam temperature of about 300 ° C. or more and 650 ° C. or less, and a steam pressure of about 5 MPa or more and 8 MPa or less. Since the high-temperature and high-pressure power steam flows, the pipe 10 may be deteriorated by creep. For the pipe 10, ferritic chromium steel having a low coefficient of thermal expansion is used. As the ferritic chromium steel, for example, a chromium (Cr) content of about 9 wt% or more and 12 wt% or less is used.
 配管10の外径D1(図2参照)は、用途によって様々であるが、例えば100mm以上、1000mm以下の範囲に定められる。また、配管10の厚さtx(図2参照)は、例えば40mm以上、70mm以下の範囲に定められる。なお、配管10の外径D1や厚さtxは、動力用蒸気の温度、圧力、流量及び流速等の諸条件を加味して定められる。 The outer diameter D1 (see FIG. 2) of the pipe 10 varies depending on the application, but is determined within a range of, for example, 100 mm or more and 1000 mm or less. Further, the thickness tx (see FIG. 2) of the pipe 10 is determined in a range of 40 mm or more and 70 mm or less, for example. The outer diameter D1 and the thickness tx of the pipe 10 are determined in consideration of various conditions such as the temperature, pressure, flow rate, and flow velocity of the power steam.
 本実施形態における補強対象部分は、配管10のほぼ直線状をなす直管部分である。配管10の直管部分には、配管10の強度を補強するための補強用具20が取り付けられている。補強用具20は、第1補強部材21Aと第2補強部材21Bとを含む。第1補強部材21A及び第2補強部材21Bは、配管10の軸方向に沿って所定の長さを有しており、第1補強部材21Aと第2補強部材21Bとで配管10の外周面10sを囲んで配置される。 The portion to be reinforced in the present embodiment is a straight pipe portion of the pipe 10 that is substantially linear. A reinforcing tool 20 for reinforcing the strength of the pipe 10 is attached to the straight pipe portion of the pipe 10. The reinforcing tool 20 includes a first reinforcing member 21A and a second reinforcing member 21B. The first reinforcing member 21A and the second reinforcing member 21B have a predetermined length along the axial direction of the pipe 10, and the outer peripheral surface 10s of the pipe 10 is composed of the first reinforcing member 21A and the second reinforcing member 21B. Is placed around.
 第1補強部材21A及び第2補強部材21Bは、配管10の素材(フェライト系クロム鋼)よりもクリープ強度の大きい素材が用いられる。第1補強部材21A及び第2補強部材21Bは、例えば、ステンレス鋼、ニッケル合金、コバルト合金、高クロム鋼が用いられる。第1補強部材21A及び第2補強部材21Bは、配管10よりもクリープ強度の大きい素材が用いられているので、配管10に対する補強強度を高めることができる。 The first reinforcing member 21A and the second reinforcing member 21B are made of a material having a higher creep strength than the material of the pipe 10 (ferrite chrome steel). For example, stainless steel, nickel alloy, cobalt alloy, or high chromium steel is used for the first reinforcing member 21A and the second reinforcing member 21B. Since the first reinforcing member 21A and the second reinforcing member 21B are made of a material having a creep strength higher than that of the pipe 10, the reinforcing strength of the pipe 10 can be increased.
 図2に示すように、第1補強部材21Aは、第1湾曲板部22Aと、第1フランジ部23A、24Aとを有する。第1湾曲板部22Aは、配管10の外周面10sと対向して湾曲する板状の部材である。本実施形態では、第1湾曲板部22Aの内周面は、配管10の外周面10sと実質的に同じ曲率で湾曲する。第1フランジ部23Aは、第1湾曲板部22Aの周方向の一端側に設けられ、配管10の径方向の外側に突出する。第1フランジ部24Aは、第1湾曲板部22Aの周方向の他端側に設けられ、配管10の径方向の外側に突出する。 As shown in FIG. 2, the first reinforcing member 21A includes a first curved plate portion 22A and first flange portions 23A and 24A. The first curved plate portion 22 </ b> A is a plate-like member that curves to face the outer peripheral surface 10 s of the pipe 10. In the present embodiment, the inner peripheral surface of the first curved plate portion 22A is curved with substantially the same curvature as the outer peripheral surface 10s of the pipe 10. The first flange portion 23 </ b> A is provided on one end side in the circumferential direction of the first curved plate portion 22 </ b> A and protrudes outward in the radial direction of the pipe 10. The first flange portion 24 </ b> A is provided on the other end side in the circumferential direction of the first curved plate portion 22 </ b> A and protrudes outward in the radial direction of the pipe 10.
 第2補強部材21Bは、第2湾曲板部22Bと、第2フランジ部23B、24Bとを有する。第2湾曲板部22Bは、配管10の外周面10sと対向して湾曲する板状の部材である。本実施形態では、第2湾曲板部22Bの内周面は、配管10の外周面10sと実質的に同じ曲率で湾曲する。第2フランジ部23Bは、第2湾曲板部22Bの周方向の一端側に設けられ、配管10の径方向の外側に突出する。第2フランジ部24Bは、第2湾曲板部22Bの周方向の他端側に設けられ、配管10の径方向の外側に突出する。 The second reinforcing member 21B includes a second curved plate portion 22B and second flange portions 23B and 24B. The second curved plate portion 22 </ b> B is a plate-like member that curves to face the outer peripheral surface 10 s of the pipe 10. In the present embodiment, the inner peripheral surface of the second curved plate portion 22B is curved with substantially the same curvature as the outer peripheral surface 10s of the pipe 10. The second flange portion 23 </ b> B is provided on one end side in the circumferential direction of the second curved plate portion 22 </ b> B and protrudes outward in the radial direction of the pipe 10. The second flange portion 24B is provided on the other end side in the circumferential direction of the second curved plate portion 22B, and projects outward in the radial direction of the pipe 10.
 図1に示すように、第1湾曲板部22A及び第2湾曲板部22Bの、配管10の軸方向における長さが、それぞれ、第1フランジ部23A及び第2フランジ部23Bの長さよりも長くなっている。第1補強部材21Aにおいて、第1フランジ部23Aが設けられていない部分を第1部分21Aa、第3部分21Acとし、第1フランジ部23Aが設けられている部分を第2部分21Abとする。配管10の軸方向において、第1補強部材21Aは、第1部分21Aa、第2部分21Ab、第3部分21Acの順に連続して配置される。同様に、第2補強部材21Bは、配管10の軸方向において、第1部分21Ba、第2部分21Bb、第3部分21Bcの順に連続して配置される。つまり、図2及び図3では、第1補強部材21Aの第2部分21Ab、及び第2補強部材21Bの第2部分21Bbにおける断面図を示す。 As shown in FIG. 1, the length of the first curved plate portion 22A and the second curved plate portion 22B in the axial direction of the pipe 10 is longer than the length of the first flange portion 23A and the second flange portion 23B, respectively. It has become. In the first reinforcing member 21A, a portion where the first flange portion 23A is not provided is a first portion 21Aa and a third portion 21Ac, and a portion where the first flange portion 23A is provided is a second portion 21Ab. In the axial direction of the pipe 10, the first reinforcing member 21A is continuously arranged in the order of the first portion 21Aa, the second portion 21Ab, and the third portion 21Ac. Similarly, the second reinforcing member 21B is continuously arranged in the order of the first portion 21Ba, the second portion 21Bb, and the third portion 21Bc in the axial direction of the pipe 10. That is, in FIG.2 and FIG.3, sectional drawing in 2nd part 21Ab of 21 A of 1st reinforcement members and 2nd part 21Bb of 2nd reinforcement member 21B is shown.
 図2及び図3に示すように、第2補強部材21Bは、配管10の周方向において第1補強部材21Aと隣り合って配置される。具体的には、第1湾曲板部22Aは、配管10の中心軸Cに対して第2湾曲板部22Bの反対側に配置され、第1湾曲板部22Aと第2湾曲板部22Bとで配管10の外周面10sが囲まれている。第1フランジ部23Aは第2フランジ部23Bと対向して配置され、第1フランジ部24Aは第2フランジ部24Bと対向して配置される。 2 and 3, the second reinforcing member 21 </ b> B is disposed adjacent to the first reinforcing member 21 </ b> A in the circumferential direction of the pipe 10. Specifically, the first curved plate portion 22A is disposed on the opposite side of the second curved plate portion 22B with respect to the central axis C of the pipe 10, and the first curved plate portion 22A and the second curved plate portion 22B An outer peripheral surface 10s of the pipe 10 is surrounded. The first flange portion 23A is disposed to face the second flange portion 23B, and the first flange portion 24A is disposed to face the second flange portion 24B.
 対向する第1フランジ部23Aと第2フランジ部23Bとは固定部材41によって固定される。また、対向する第1フランジ部24Aと第2フランジ部24Bとは固定部材41によって固定される。固定部材41は、周方向に隣り合う第1フランジ部23Aと第2フランジ部23Bとを固定し、また、第1フランジ部24Aと第2フランジ部24Bとを固定するための部材であり、ボルト41aとナット41bとを含む。 The opposing first flange portion 23A and second flange portion 23B are fixed by a fixing member 41. The opposing first flange portion 24A and second flange portion 24B are fixed by a fixing member 41. The fixing member 41 is a member for fixing the first flange portion 23A and the second flange portion 23B adjacent in the circumferential direction, and fixing the first flange portion 24A and the second flange portion 24B. 41a and nut 41b.
 発泡金属層31は、配管10と第1補強部材21Aとの間及び配管10と第2補強部材21Bとの間に設けられる。発泡金属層31は、図2に示すように、配管10の周方向の全周に設けられる。また、図1に示すように、発泡金属層31は、配管10の軸方向に沿った方向に延びて設けられ、第1補強部材21A及び第2補強部材21Bの長さと実質的に同じ長さを有しており、第1補強部材21A及び第2補強部材21Bと重なって配置される。 The foam metal layer 31 is provided between the pipe 10 and the first reinforcing member 21A and between the pipe 10 and the second reinforcing member 21B. As shown in FIG. 2, the foam metal layer 31 is provided on the entire circumference of the pipe 10 in the circumferential direction. Further, as shown in FIG. 1, the foam metal layer 31 is provided so as to extend in a direction along the axial direction of the pipe 10, and is substantially the same length as the lengths of the first reinforcing member 21A and the second reinforcing member 21B. And overlaps with the first reinforcing member 21A and the second reinforcing member 21B.
 図6は、発泡金属層の一例を模式的に示す斜視図である。発泡金属層31は、シート状の金属層34に多数の気孔35が設けられている。金属層34は、例えば、ステンレス鋼、鉄ベース材、ニッケルベース材などの材料が用いられる。気孔35の配置及び大きさはランダムに形成される。発泡金属層31の気孔率、すなわち、所定の体積の発泡金属層31において気孔35が占める体積の割合は、例えば、10%以上、90%以下である。また、気孔35の平均径は1μm以上、1000μm以下である。発泡金属層31の1層の厚さは、例えば、1mm以上、100mm以下である。ただし、後述するように、シート状の発泡金属層31を複数層重ねて設けることで、配管10の外周面10sに配置される発泡金属層31の厚さを適宜変更することができる。 FIG. 6 is a perspective view schematically showing an example of a foam metal layer. In the foam metal layer 31, a large number of pores 35 are provided in a sheet-like metal layer 34. The metal layer 34 is made of, for example, a material such as stainless steel, iron base material, or nickel base material. The arrangement and size of the pores 35 are randomly formed. The porosity of the foam metal layer 31, that is, the ratio of the volume occupied by the pores 35 in the foam metal layer 31 having a predetermined volume is, for example, 10% or more and 90% or less. The average diameter of the pores 35 is not less than 1 μm and not more than 1000 μm. The thickness of one layer of the metal foam layer 31 is, for example, 1 mm or more and 100 mm or less. However, as will be described later, the thickness of the foamed metal layer 31 disposed on the outer peripheral surface 10 s of the pipe 10 can be appropriately changed by providing a plurality of sheet-like foamed metal layers 31 in an overlapping manner.
 発泡金属層31は、多数の気孔35を含んでいるため、外部から応力が加えられると気孔35が潰れるようにして容易に圧縮変形可能となっている。本実施形態において、配管10の周囲に第1補強部材21Aと第2補強部材21Bとが互いに固定される際に、発泡金属層31は、配管10の径方向、すなわち、発泡金属層31の厚さ方向に圧縮変形可能となっている。 Since the foam metal layer 31 includes a large number of pores 35, when the stress is applied from the outside, the pores 35 are crushed and can be easily compressed and deformed. In the present embodiment, when the first reinforcing member 21 </ b> A and the second reinforcing member 21 </ b> B are fixed to each other around the pipe 10, the foam metal layer 31 is formed in the radial direction of the pipe 10, that is, the thickness of the foam metal layer 31. It can be compressed and deformed in the vertical direction.
 図3に示すように、第1湾曲板部22A及び第2湾曲板部22Bの板厚taは、配管10の厚さtxよりも薄くなっている。例えば、配管10が、40mmの厚さtxを有する9クロム鋼を用いて作製され、第1補強部材21A及び第2補強部材21Bがオーステナイト系ステンレス鋼(例えばSUS304)で作製されている場合、第1湾曲板部22A及び第2湾曲板部22Bの板厚taは、5mm以上、15mm以下の範囲に定められる。すなわち、第1湾曲板部22A及び第2湾曲板部22Bの板厚taは、配管10の厚さtxの1/8以上、3/8以下程度に設定される。 As shown in FIG. 3, the plate thickness ta of the first curved plate portion 22A and the second curved plate portion 22B is thinner than the thickness tx of the pipe 10. For example, when the pipe 10 is made of 9 chrome steel having a thickness tx of 40 mm, and the first reinforcing member 21A and the second reinforcing member 21B are made of austenitic stainless steel (for example, SUS304), The plate thickness ta of the first curved plate portion 22A and the second curved plate portion 22B is determined in the range of 5 mm or more and 15 mm or less. That is, the plate thickness ta of the first curved plate portion 22A and the second curved plate portion 22B is set to about 1/8 or more and 3/8 or less of the thickness tx of the pipe 10.
 第1フランジ部23A、24Aは、第1湾曲板部22Aと同じ材料が用いられ、第1湾曲板部22Aと一体に設けられる。第2フランジ部23B、24Bは、第2湾曲板部22Bと同じ材料が用いられ、第2湾曲板部22Bと一体に設けられる。なお、図3では、第1フランジ部23A及び第2フランジ部23Bを示しており、第1フランジ部24A及び第2フランジ部24Bは省略して示す。第1フランジ部24A及び第2フランジ部24Bについても、第1フランジ部23A及び第2フランジ部23Bと同様の構成である。 The same material as the first curved plate portion 22A is used for the first flange portions 23A and 24A, and is provided integrally with the first curved plate portion 22A. The second flange portions 23B and 24B are made of the same material as the second curved plate portion 22B, and are provided integrally with the second curved plate portion 22B. In FIG. 3, the first flange portion 23A and the second flange portion 23B are shown, and the first flange portion 24A and the second flange portion 24B are omitted. The first flange portion 24A and the second flange portion 24B have the same configuration as the first flange portion 23A and the second flange portion 23B.
 図3に示すように、第1フランジ部23A及び第2フランジ部23Bは、配管10の径方向に突出する板状の部材であり、第1フランジ部23A及び第2フランジ部23Bの板厚tbは、それぞれ、第1湾曲板部22A及び第2湾曲板部22Bの板厚taよりも厚くなっている。これにより、第1フランジ部23A及び第2フランジ部23Bの強度が高められ、固定部材41により締め付け力が加えられたときに、第1フランジ部23A及び第2フランジ部23Bの変形が抑制される。固定部材41の締め付け力により第1フランジ部23Aと第2フランジ部23Bとが互いに近づく方向に移動すると、第1フランジ部23Aと第2フランジ部23Bとに連動して、第1湾曲板部22Aと第2湾曲板部22Bとは、周方向に互いに近づく方向に移動する。第1フランジ部23A及び第2フランジ部23Bの板厚tbは、それぞれ第1湾曲板部22A及び第2湾曲板部22Bの板厚taの2倍の厚さとなっているが、この比率に限定されず、例えば2倍よりも大きく、3倍以下の比率に設定することができる。 As shown in FIG. 3, the first flange portion 23A and the second flange portion 23B are plate-like members protruding in the radial direction of the pipe 10, and the plate thickness tb of the first flange portion 23A and the second flange portion 23B. Are thicker than the plate thickness ta of the first curved plate portion 22A and the second curved plate portion 22B, respectively. Thereby, the strength of the first flange portion 23A and the second flange portion 23B is enhanced, and when the fastening force is applied by the fixing member 41, the deformation of the first flange portion 23A and the second flange portion 23B is suppressed. . When the first flange portion 23A and the second flange portion 23B move toward each other by the fastening force of the fixing member 41, the first curved plate portion 22A is interlocked with the first flange portion 23A and the second flange portion 23B. And the second curved plate portion 22B move in a direction approaching each other in the circumferential direction. The plate thickness tb of the first flange portion 23A and the second flange portion 23B is twice the plate thickness ta of the first curved plate portion 22A and the second curved plate portion 22B, respectively, but is limited to this ratio. For example, the ratio can be set to be larger than 2 times and 3 times or less.
 なお、図3に示すように、第1フランジ部23A及び第2フランジ部23Bは、第1湾曲板部22A及び第2湾曲板部22Bとの接続部分に肉厚部25A、25Bが設けられている。すなわち、第1フランジ部23A及び第2フランジ部23Bの、配管10の周方向における厚さは、径方向の内側の第1湾曲板部22A及び第2湾曲板部22Bとの接続部分おいて、径方向の外側の部分よりも厚くなっている。これにより、第1フランジ部23Aと第1湾曲板部22Aとの接続部分、及び第2フランジ部23Bと第2湾曲板部22Bとの接続部分における応力集中を抑制して、第1フランジ部23A及び第2フランジ部23Bの強度を高めることができる。肉厚部25A、25Bは、第1フランジ部23A及び第2フランジ部23Bとそれぞれ一体に作製してもよく、例えば、接続部分に断面三角形状の金属を溶接して設けてもよい。 As shown in FIG. 3, the first flange portion 23A and the second flange portion 23B are provided with thick portions 25A and 25B at the connection portions between the first curved plate portion 22A and the second curved plate portion 22B. Yes. That is, the thickness in the circumferential direction of the pipe 10 of the first flange portion 23A and the second flange portion 23B is the connecting portion between the first curved plate portion 22A and the second curved plate portion 22B on the inner side in the radial direction. It is thicker than the radially outer part. Thereby, the stress concentration in the connection portion between the first flange portion 23A and the first curved plate portion 22A and the connection portion between the second flange portion 23B and the second curved plate portion 22B is suppressed, and the first flange portion 23A. And the intensity | strength of the 2nd flange part 23B can be raised. The thick portions 25A and 25B may be manufactured integrally with the first flange portion 23A and the second flange portion 23B, respectively. For example, the connection portion may be provided by welding a metal having a triangular cross section.
 図3に示すように、第1フランジ部23Aには、板厚方向に貫通する貫通孔23Aaが設けられている。また、第2フランジ部23Bには、板厚方向に貫通する貫通孔23Baが設けられている。第1補強部材21Aと第2補強部材21Bとを固定する際に、貫通孔23Aaは貫通孔23Baに対し、ほぼ同心上に配置される。固定部材41のボルト41aが貫通孔23Aa及び貫通孔23Baを貫通して、第1フランジ部23Aと第2フランジ部23Bとが、ボルト41aとナット41bとで固定される。なお、図3には図示しない第1フランジ部24A及び第2フランジ部24Bにも同様に貫通孔が設けられており、第1フランジ部24Aと第2フランジ部24Bとが固定部材41によって固定される。 As shown in FIG. 3, the first flange portion 23A is provided with a through hole 23Aa that penetrates in the plate thickness direction. Further, the second flange portion 23B is provided with a through hole 23Ba penetrating in the thickness direction. When fixing the first reinforcing member 21A and the second reinforcing member 21B, the through hole 23Aa is disposed substantially concentrically with respect to the through hole 23Ba. The bolt 41a of the fixing member 41 passes through the through hole 23Aa and the through hole 23Ba, and the first flange portion 23A and the second flange portion 23B are fixed by the bolt 41a and the nut 41b. Note that the first flange portion 24A and the second flange portion 24B (not shown in FIG. 3) are similarly provided with through holes, and the first flange portion 24A and the second flange portion 24B are fixed by the fixing member 41. The
 図1に示す例では、第1フランジ部23Aと第2フランジ部23Bとは、8個の固定部材41によって固定される。つまり、貫通孔23Aa、貫通孔23Baも配管10の軸方向に沿って、それぞれ第1フランジ部23A及び第2フランジ部23Bにそれぞれ8か所ずつ設けられている。なお、第1フランジ部23Aと第2フランジ部23Bとの固定箇所は、9か所以上でもよく、7か所以下であってもよい。 In the example shown in FIG. 1, the first flange portion 23 </ b> A and the second flange portion 23 </ b> B are fixed by eight fixing members 41. That is, the through holes 23Aa and the through holes 23Ba are also provided in the first flange portion 23A and the second flange portion 23B, respectively, along the axial direction of the pipe 10. In addition, the fixing location of 23 A of 1st flange parts and the 2nd flange part 23B may be 9 or more places, and may be 7 or less places.
 ここで、図3に示すように、第1補強部材21Aの第1湾曲板部22A及び第2補強部材21Bの第2湾曲板部22Bが、配管10を囲んで固定された際に、周方向に隣り合う第1フランジ部23Aと第2フランジ部23Bとの間には、所定の隙間SPが設けられる。すなわち、固定部材41で第1フランジ部23Aと第2フランジ部23Bとを近接させて固定することにより、隙間SPの分だけ第1湾曲板部22Aと第2湾曲板部22Bとが周方向に近づく方向に引っ張られる。これにより、第1湾曲板部22Aと第2湾曲板部22Bとで形成される環状部22の内径D2(図2参照)が小さくなり、発泡金属層31が径方向に圧縮変形するとともに、配管10は、径方向の内側に向かって締め付ける応力が加えられる。これにより、配管10の膨張に対抗することができ、配管10の強度が補強される。 Here, as shown in FIG. 3, when the first curved plate portion 22A of the first reinforcing member 21A and the second curved plate portion 22B of the second reinforcing member 21B are fixed so as to surround the pipe 10, the circumferential direction A predetermined gap SP is provided between the first flange portion 23A and the second flange portion 23B adjacent to each other. That is, by fixing the first flange portion 23A and the second flange portion 23B close to each other with the fixing member 41, the first curved plate portion 22A and the second curved plate portion 22B are moved in the circumferential direction by the gap SP. Pulled in the direction of approach. As a result, the inner diameter D2 (see FIG. 2) of the annular portion 22 formed by the first curved plate portion 22A and the second curved plate portion 22B is reduced, and the foam metal layer 31 is compressed and deformed in the radial direction. No. 10 is subjected to a stress that is tightened inward in the radial direction. Thereby, the expansion | swelling of the piping 10 can be countered and the intensity | strength of the piping 10 is reinforced.
 本実施形態では、配管10の外周面10sを囲んで発泡金属層31が設けられているので、配管10の製造バラツキに起因して配管10の外径D1(図2参照)が、環状部22の内径D2よりも小さい場合であっても、配管10と第1湾曲板部22Aとの間、及び配管10と第2湾曲板部22Bとの間に隙間が生じることを抑制できる。このため、第1フランジ部23Aと第2フランジ部23Bとを周方向に近接させて固定した際に、発泡金属層31を介して、配管10に対して径方向の内側に向かって締め付ける応力が加えられ配管10の強度の補強を行うことができる。したがって、本実施形態の配管の補強構造1によれば、配管10ごとに形状バラツキが存在する場合であっても、配管10ごとの形状に合わせて第1補強部材21A及び第2補強部材21Bを作製する必要がなく、発泡金属層31の厚さを調整することで、容易に配管10の補強を行うことが可能である。 In the present embodiment, the foam metal layer 31 is provided so as to surround the outer peripheral surface 10 s of the pipe 10, so that the outer diameter D <b> 1 (see FIG. 2) of the pipe 10 due to manufacturing variations of the pipe 10 is the annular portion 22. Even if it is smaller than the inner diameter D2, the gaps between the pipe 10 and the first curved plate portion 22A and between the pipe 10 and the second curved plate portion 22B can be suppressed. For this reason, when the first flange portion 23A and the second flange portion 23B are fixed close to each other in the circumferential direction, the stress tightened toward the inner side in the radial direction with respect to the pipe 10 via the foam metal layer 31 is increased. In addition, the strength of the pipe 10 can be reinforced. Therefore, according to the piping reinforcement structure 1 of the present embodiment, even if there is a shape variation for each pipe 10, the first reinforcing member 21 </ b> A and the second reinforcing member 21 </ b> B are arranged according to the shape of each pipe 10. There is no need to manufacture the pipe 10, and the pipe 10 can be easily reinforced by adjusting the thickness of the foam metal layer 31.
 また、発泡金属層31は、配管10の周方向の全周に設けられているので、配管10の断面形状の微小な変形や偏心等により生じる応力の集中を抑制して、配管10の周方向の全周において補強を行うことができる。 Further, since the foam metal layer 31 is provided on the entire circumference in the circumferential direction of the pipe 10, the concentration of stress caused by minute deformation or eccentricity of the cross-sectional shape of the pipe 10 is suppressed, and the circumferential direction of the pipe 10. Reinforcement can be performed all around.
 図3に示す例では、発泡金属層31は3層積層されているが、これに限定されない。例えば、発泡金属層31は1層又は2層であってもよく、或いは、4層以上積層されていてもよい。配管10ごとに外径D1のバラツキが存在する場合であっても、容易に発泡金属層31の積層数を適宜変更することが可能である。発泡金属層31の厚さtcは、配管10の外径D1と環状部22の内径D2との差分に基づいて設定することができ、tc>(D2-D1)/2を満たす厚さとすることができる。 In the example shown in FIG. 3, the foam metal layer 31 is laminated in three layers, but the present invention is not limited to this. For example, the metal foam layer 31 may be one layer or two layers, or four or more layers may be laminated. Even when there is a variation in the outer diameter D1 for each pipe 10, the number of the metal foam layers 31 can be easily changed as appropriate. The thickness tc of the foam metal layer 31 can be set based on the difference between the outer diameter D1 of the pipe 10 and the inner diameter D2 of the annular portion 22, and should be a thickness satisfying tc> (D2-D1) / 2. Can do.
 上述したように、第1湾曲板部22A及び第2湾曲板部22Bの、配管10の軸方向における長さが、それぞれ、第1フランジ部23A及び第2フランジ部23Bの長さよりも長くなっている。図4及び図5に示すように、第1補強部材21Aの第3部分21Ac及び第2補強部材21Bの第3部分21Bcにおいて、第1フランジ部23A及び第2フランジ部23Bが設けられていない。 As described above, the lengths of the first curved plate portion 22A and the second curved plate portion 22B in the axial direction of the pipe 10 are longer than the lengths of the first flange portion 23A and the second flange portion 23B, respectively. Yes. As shown in FIGS. 4 and 5, the first flange portion 23A and the second flange portion 23B are not provided in the third portion 21Ac of the first reinforcing member 21A and the third portion 21Bc of the second reinforcing member 21B.
 図4に示すように、第1湾曲板部22A及び第2湾曲板部22Bは、配管10の外周面10sを環状に囲んでいる。第1フランジ部23A及び第2フランジ部23Bが設けられていない第3部分21Ac及び第3部分21Bcにおいても、第1湾曲板部22Aと配管10の間、及び第2湾曲板部22Bと配管10の間に発泡金属層31が設けられている。 As shown in FIG. 4, the first curved plate portion 22A and the second curved plate portion 22B surround the outer peripheral surface 10s of the pipe 10 in an annular shape. Even in the third portion 21Ac and the third portion 21Bc where the first flange portion 23A and the second flange portion 23B are not provided, between the first curved plate portion 22A and the pipe 10 and between the second curved plate portion 22B and the pipe 10. A foam metal layer 31 is provided therebetween.
 図5に示すように、第1湾曲板部22Aの周方向の端部と、第2湾曲板部22Bの周方向の端部とは、隙間SPを有して対向している。第1湾曲板部22Aと第2湾曲板部22Bとの間の隙間SPは、図3に示す第1フランジ部23Aと第2フランジ部23Bとの間の隙間SPと同じ大きさとなっている。 As shown in FIG. 5, the circumferential end of the first curved plate portion 22A and the circumferential end of the second curved plate portion 22B are opposed to each other with a gap SP. The clearance SP between the first curved plate portion 22A and the second curved plate portion 22B is the same size as the clearance SP between the first flange portion 23A and the second flange portion 23B shown in FIG.
 図1に示す第1補強部材21Aの第3部分21Ac及び第2補強部材21Bの第3部分21Bcにおいても、固定部材41で第1フランジ部23Aと第2フランジ部23Bとを近接させて固定することにより、隙間SPの分だけ第1湾曲板部22Aと第2湾曲板部22Bとが周方向に近づく方向に移動する。これにより、第1湾曲板部22Aと第2湾曲板部22Bとで形成される環状部22の内径D2(図2参照)が小さくなり、発泡金属層31が径方向に圧縮変形するとともに、配管10は、径方向の内側に向かって締め付ける応力が加えられる。これにより、第1フランジ部23A及び第2フランジ部23Bが設けられていない第3部分21Ac及び第3部分21Bcにおいても、配管10の強度が補強される。 Also in the third portion 21Ac of the first reinforcing member 21A and the third portion 21Bc of the second reinforcing member 21B shown in FIG. 1, the fixing member 41 fixes the first flange portion 23A and the second flange portion 23B close to each other. Thus, the first curved plate portion 22A and the second curved plate portion 22B move in the direction approaching the circumferential direction by the gap SP. As a result, the inner diameter D2 (see FIG. 2) of the annular portion 22 formed by the first curved plate portion 22A and the second curved plate portion 22B is reduced, and the foam metal layer 31 is compressed and deformed in the radial direction. No. 10 is subjected to a stress that is tightened inward in the radial direction. Thereby, the strength of the pipe 10 is reinforced also in the third portion 21Ac and the third portion 21Bc in which the first flange portion 23A and the second flange portion 23B are not provided.
 図5に示すように、第1フランジ部23A及び第2フランジ部23Bが設けられていない部分においても発泡金属層31は厚さtcを有しており、発泡金属層31が径方向に圧縮変形する。このため、第1フランジ部23A及び第2フランジ部23Bが設けられている部分と、設けられていない部分とで、配管10に加えられる応力の差を抑制することができ、配管10の軸方向に沿って効率的に配管10の強度を高めることができる。 As shown in FIG. 5, the foamed metal layer 31 has a thickness tc even in a portion where the first flange portion 23A and the second flange portion 23B are not provided, and the foamed metal layer 31 is compressed and deformed in the radial direction. To do. For this reason, the difference of the stress applied to the piping 10 can be suppressed between the portion where the first flange portion 23A and the second flange portion 23B are provided and the portion where the first flange portion 23B is not provided. As a result, the strength of the pipe 10 can be increased efficiently.
 なお、図1に示す第1補強部材21Aの第1部分21Aa及び第2補強部材21Bの第1部分21Baにおいても、固定部材41で第1フランジ部23Aと第2フランジ部23Bとを近接させて固定することにより、隙間SPの分だけ第1湾曲板部22Aと第2湾曲板部22Bとが周方向に近づく方向に引っ張られる。これにより、第1フランジ部23A及び第2フランジ部23Bが設けられていない部分においても、配管10は、径方向内側に向かって締め付ける応力が加えられ、配管10の強度が補強される。 In addition, also in 1st part 21Aa of 1st reinforcement member 21A shown in FIG. 1, and 1st part 21Ba of 2nd reinforcement member 21B, the 1st flange part 23A and 2nd flange part 23B are made to adjoin by the fixing member 41. FIG. By fixing, the first curved plate portion 22A and the second curved plate portion 22B are pulled in the direction approaching the circumferential direction by the gap SP. Thereby, also in the part in which 23 A of 1st flange parts and the 2nd flange part 23B are not provided, the stress which clamps the piping 10 toward radial inside is added, and the intensity | strength of the piping 10 is reinforced.
 以上のように、本実施形態において、第1補強部材21A及び第2補強部材21Bは、配管10の軸方向に沿った方向に延びており、発泡金属層31は、第1補強部材21A及び第2補強部材21Bと重なって、配管10の軸方向に沿った方向に設けられる。これにより、配管10の軸方向に沿った方向おいて、第1補強部材21Aと配管10との間及び第2補強部材21Bと配管10との間に隙間が生じることを抑制でき、効果的に配管10の補強を行うことができる。 As described above, in the present embodiment, the first reinforcing member 21A and the second reinforcing member 21B extend in the direction along the axial direction of the pipe 10, and the foam metal layer 31 includes the first reinforcing member 21A and the second reinforcing member 21B. 2 It overlaps with the reinforcing member 21 </ b> B and is provided in a direction along the axial direction of the pipe 10. Thereby, in the direction along the axial direction of the piping 10, it can suppress that a clearance gap produces between the 1st reinforcement member 21A and the piping 10, and between the 2nd reinforcement member 21B and the piping 10, and is effective. The piping 10 can be reinforced.
 また第1湾曲板部22A及び第2湾曲板部22Bの、配管10の軸方向における長さが、それぞれ、第1フランジ部23A及び第2フランジ部23Bの、配管10の軸方向における長さよりも長くなっている。これにより、第1フランジ部23A及び第2フランジ部23Bが設けられていない第1補強部材21Aの第1部分21Aa、第3部分21Ac及び第2補強部材21Bの第1部分21Ba、第3部分21Bcにおいても、配管10に対して締め付け応力が加えられ、配管10の軸方向に沿って効率的に配管10の強度を高めることができる。 Moreover, the length in the axial direction of the pipe 10 of the first curved plate portion 22A and the second curved plate portion 22B is larger than the length of the first flange portion 23A and the second flange portion 23B in the axial direction of the pipe 10, respectively. It is getting longer. Accordingly, the first portion 21Aa, the third portion 21Ac, and the first portion 21Ba and the third portion 21Bc of the first reinforcing member 21A, in which the first flange portion 23A and the second flange portion 23B are not provided. Also, the tightening stress is applied to the pipe 10, and the strength of the pipe 10 can be increased efficiently along the axial direction of the pipe 10.
 第1補強部材21A及び第2補強部材21Bの、配管10の軸方向における長さは、適宜変更することができるが、例えば、配管10の外径D1の3倍以上とすることが好ましい。こうすれば、第1補強部材21A及び第2補強部材21Bを固定したときの、配管10に加えられる応力が軸方向に沿って分散され、配管10の応力集中の発生を抑制することができる。 The length of the first reinforcing member 21A and the second reinforcing member 21B in the axial direction of the pipe 10 can be changed as appropriate, but is preferably, for example, three times or more the outer diameter D1 of the pipe 10. If it carries out like this, the stress applied to the piping 10 when the 1st reinforcement member 21A and the 2nd reinforcement member 21B are fixed will be disperse | distributed along an axial direction, and generation | occurrence | production of the stress concentration of the piping 10 can be suppressed.
 図7は、溶接部が設けられた配管を示す正面図である。図8は、溶接部における配管の補強構造を説明するための縦断面図である。図7に示すように、配管10は、所定の長さに形成された複数の配管部材10aを有し、配管部材10aと配管部材10aとは、長手方向における互いの端部が突き合わされた状態で溶接されている。配管部材10aと配管部材10aとの接続部分において、周方向に沿って溶接部11が形成される。図7では2本の配管部材10aについて示しているが、配管10の直管部分は、複数の配管部材10aが溶接により接続されて、数百メートルにも及ぶ長さを有している。 FIG. 7 is a front view showing a pipe provided with a welded portion. FIG. 8 is a longitudinal cross-sectional view for explaining a piping reinforcement structure in a welded portion. As shown in FIG. 7, the pipe 10 has a plurality of pipe members 10 a formed to have a predetermined length, and the pipe members 10 a and the pipe members 10 a are in a state in which ends of each other are abutted in the longitudinal direction. It is welded with. A welded portion 11 is formed along the circumferential direction at a connection portion between the piping member 10a and the piping member 10a. Although two pipe members 10a are shown in FIG. 7, the straight pipe portion of the pipe 10 has a length of several hundred meters with a plurality of pipe members 10a connected by welding.
 図8に示すように、溶接部11は、配管10の外周面10sから径方向の外側に向かって突出する。ここで、配管10の外周面10sから径方向の外側に向かう方向における溶接部11の高さを高さh1とする。なお、本実施形態では、溶接部11が外周面10sから突出する場合を示しているが、溶接部11の近傍で凹部が形成される場合もある。 As shown in FIG. 8, the welded portion 11 protrudes from the outer peripheral surface 10 s of the pipe 10 toward the outside in the radial direction. Here, the height of the welded portion 11 in the direction from the outer peripheral surface 10s of the pipe 10 toward the outside in the radial direction is defined as a height h1. In addition, although the case where the welding part 11 protrudes from the outer peripheral surface 10s is shown in this embodiment, a recessed part may be formed in the vicinity of the welding part 11.
 配管10、第1補強部材21A及び第2補強部材21B(図8では省略して示す)は、いずれも剛性を有する材料が用いられるので、仮に、発泡金属層31を介さず、直接、配管10の外周面10sに第1補強部材21A及び第2補強部材21Bを設けた場合、溶接部11の凹凸に起因して隙間が生じる。第1補強部材21A及び第2補強部材21Bの締め付け応力が溶接部11に集中して加えられ、溶接部11の近傍の配管10には、隙間が生じるため、十分な締め付け応力が加えられない場合がある。 Since the pipe 10, the first reinforcing member 21 </ b> A, and the second reinforcing member 21 </ b> B (illustrated in FIG. 8) are all made of a rigid material, it is assumed that the pipe 10 directly does not go through the foam metal layer 31. When the first reinforcing member 21 </ b> A and the second reinforcing member 21 </ b> B are provided on the outer peripheral surface 10 s, a gap is generated due to the unevenness of the welded portion 11. When the tightening stress of the first reinforcing member 21A and the second reinforcing member 21B is concentrated and applied to the welded portion 11, and there is a gap in the pipe 10 near the welded portion 11, so that sufficient tightening stress is not applied. There is.
 本実施形態において、発泡金属層31は、上述したように、配管10の周方向の全周に設けられるとともに、配管10の軸方向に沿った方向において、第1補強部材21A及び第2補強部材21B(図8では省略して示す)と重なって設けられる。つまり、発泡金属層31は、溶接部11を覆って配管10の外周面10sに設けられている。 In the present embodiment, the foam metal layer 31 is provided on the entire circumference in the circumferential direction of the pipe 10 as described above, and in the direction along the axial direction of the pipe 10, the first reinforcing member 21A and the second reinforcing member. 21B (not shown in FIG. 8). That is, the foam metal layer 31 is provided on the outer peripheral surface 10 s of the pipe 10 so as to cover the welded portion 11.
 発泡金属層31の厚さtcは、少なくとも溶接部11の高さh1よりも厚く設けられている。ここで、発泡金属層31の厚さtcは、溶接部11が設けられていない部分の厚さであり、配管10の外周面10sと第1湾曲板部22Aとの間の径方向の間隔である。発泡金属層31は、溶接部11が設けられた部分において、溶接部11が設けられていない部分よりも大きく圧縮変形する。これにより、発泡金属層31が溶接部11及び溶接部11の近傍の外周面10sに接触して、溶接部11の凹凸に起因する配管10の外周面10sと第1湾曲板部22Aとの間の隙間の発生を抑制することができる。 The thickness tc of the foam metal layer 31 is provided to be thicker than at least the height h1 of the welded portion 11. Here, the thickness tc of the metal foam layer 31 is the thickness of the portion where the welded portion 11 is not provided, and is the radial distance between the outer peripheral surface 10s of the pipe 10 and the first curved plate portion 22A. is there. The metal foam layer 31 is more compressively deformed in the portion where the welded portion 11 is provided than in the portion where the welded portion 11 is not provided. Thereby, the foam metal layer 31 contacts the outer peripheral surface 10s in the vicinity of the welded portion 11 and the welded portion 11, and between the outer peripheral surface 10s of the pipe 10 caused by the unevenness of the welded portion 11 and the first curved plate portion 22A. The generation of the gap can be suppressed.
 第1補強部材21A及び第2補強部材21B(図8では省略して示す)により、配管10の径方向の内側に向かって締め付ける応力が加えられる際に、溶接部11が設けられた部分と、溶接部11の近傍の溶接部11が設けられていない部分とに、発泡金属層31を介して応力が加えられる。このため、溶接部11における応力集中が抑制され、配管10の軸方向に沿った方向において配管10の強度が補強される。 When the first reinforcing member 21A and the second reinforcing member 21B (not shown in FIG. 8) are subjected to stress tightening toward the inside in the radial direction of the pipe 10, a portion where the welded portion 11 is provided; Stress is applied via the foam metal layer 31 to a portion in the vicinity of the weld 11 where the weld 11 is not provided. For this reason, the stress concentration in the welded portion 11 is suppressed, and the strength of the pipe 10 is reinforced in the direction along the axial direction of the pipe 10.
 図8に示すように、発泡金属層31は、配管10の外周面10sに複数重ねて設けられるので、発泡金属層31の1層の厚さが溶接部11の高さh1よりも薄い場合であっても、溶接部11の高さh1に応じて、発泡金属層31の層数を、適宜変更することが容易である。よって、発泡金属層31の全体の厚さtcを溶接部11の高さh1よりも厚くして、確実に配管10の強度を補強することができる。 As shown in FIG. 8, a plurality of foam metal layers 31 are provided on the outer peripheral surface 10 s of the pipe 10, so that the thickness of one layer of the foam metal layer 31 is thinner than the height h <b> 1 of the welded part 11. Even if it exists, according to the height h1 of the welding part 11, it is easy to change the number of layers of the metal foam layer 31 suitably. Therefore, the overall thickness tc of the foam metal layer 31 can be made thicker than the height h1 of the welded portion 11, and the strength of the pipe 10 can be reliably reinforced.
(配管の補強方法)
 次に、第1の実施形態に係る配管10の補強方法について説明する。図9は、第1の実施形態に係る配管の補強方法を説明するための第1補強部材及び第2補強部材の断面図である。本実施形態では、配管10の設計寸法に基づいて配管10の補強用具20を作製することができる。具体的には、環状部22の内径D3が、配管10の外径D1(図2参照)の設計寸法よりも大きくなるように、第1補強部材21Aと第2補強部材21Bとを作製する。ここで、環状部22の内径D3は、第1フランジ部23Aと第2フランジ部23Bとを当接させ、かつ、第1フランジ部24Aと第2フランジ部24Bとを当接させたときの、第1湾曲板部22Aと第2湾曲板部22Bとで形成される環状の断面形状の内径を示す。
(Pipe reinforcement method)
Next, a method for reinforcing the pipe 10 according to the first embodiment will be described. FIG. 9 is a cross-sectional view of the first reinforcing member and the second reinforcing member for explaining the pipe reinforcing method according to the first embodiment. In the present embodiment, the reinforcing tool 20 for the pipe 10 can be produced based on the design dimensions of the pipe 10. Specifically, the first reinforcing member 21A and the second reinforcing member 21B are manufactured so that the inner diameter D3 of the annular portion 22 is larger than the design dimension of the outer diameter D1 (see FIG. 2) of the pipe 10. Here, the inner diameter D3 of the annular portion 22 is such that the first flange portion 23A and the second flange portion 23B are brought into contact with each other, and the first flange portion 24A and the second flange portion 24B are brought into contact with each other. An inner diameter of an annular cross-sectional shape formed by the first curved plate portion 22A and the second curved plate portion 22B is shown.
 上述したように、本実施形態では、配管10と第1補強部材21Aとの間、及び配管10と第2補強部材21Bとの間に発泡金属層31が設けられているので、環状部22の内径D3を、配管10の外径D1よりも大きくした場合であっても、第1補強部材21Aと配管10との間の隙間及び第2補強部材21Bと配管10との間の隙間の発生を抑制することができる。また、発泡金属層31が設けられるので、配管10の実際の寸法を計測して、配管10ごとの形状に合わせて第1補強部材21A及び第2補強部材21Bを作製する必要がない。このため、配管10の設計寸法に基づいて第1補強部材21A及び第2補強部材21Bを作製することができ、補強用具20の製造コストを低減できる。 As described above, in the present embodiment, the foam metal layer 31 is provided between the pipe 10 and the first reinforcing member 21A and between the pipe 10 and the second reinforcing member 21B. Even when the inner diameter D3 is larger than the outer diameter D1 of the pipe 10, the gap between the first reinforcing member 21A and the pipe 10 and the gap between the second reinforcing member 21B and the pipe 10 are generated. Can be suppressed. Moreover, since the foam metal layer 31 is provided, it is not necessary to measure the actual dimension of the pipe 10 and produce the first reinforcing member 21A and the second reinforcing member 21B according to the shape of each pipe 10. For this reason, the first reinforcing member 21 </ b> A and the second reinforcing member 21 </ b> B can be manufactured based on the design dimensions of the pipe 10, and the manufacturing cost of the reinforcing tool 20 can be reduced.
 図10は、配管に発泡金属層を巻き付ける工程を説明するための正面図である。図10に示す工程では、配管10の外周に発泡金属層31を巻き付ける。この際、配管10の実際の形状を測定して、測定された配管10の外径D1(図2参照)と、環状部22の内径D3(図9参照)の設計寸法との差を充填できるように発泡金属層31の厚さtdを決定する。なお、配管10に発泡金属層31を巻き付けた状態の厚さtdは、図3等に示す、第1補強部材21Aと第2補強部材21Bとを固定したときの発泡金属層31の厚さtcよりも厚くなっている。発泡金属層31を巻き付けた状態の厚さtdは、配管10の外径D1の大きさや、締め付け応力の大きさ、発泡金属層31の気孔率等に応じて適宜変更可能である。 FIG. 10 is a front view for explaining the step of winding the foam metal layer around the pipe. In the process shown in FIG. 10, the metal foam layer 31 is wound around the outer periphery of the pipe 10. At this time, the actual shape of the pipe 10 can be measured to fill the difference between the measured outer diameter D1 of the pipe 10 (see FIG. 2) and the design dimension of the inner diameter D3 of the annular portion 22 (see FIG. 9). Thus, the thickness td of the foam metal layer 31 is determined. The thickness td of the state in which the foamed metal layer 31 is wound around the pipe 10 is the thickness tc of the foamed metal layer 31 when the first reinforcing member 21A and the second reinforcing member 21B are fixed as shown in FIG. It is thicker than. The thickness td in a state where the foam metal layer 31 is wound can be appropriately changed according to the size of the outer diameter D1 of the pipe 10, the magnitude of the fastening stress, the porosity of the foam metal layer 31, and the like.
 図10に示す例では、発泡金属層31として長尺のシート状のものが用いられ、発泡金属層31は、配管10の軸方向に沿って、配管10の外周面10sにらせん状に巻き付けられる。こうすることで、第1補強部材21A及び第2補強部材21Bと重なる部分の配管10に、軸方向に沿って発泡金属層31を容易に設けることができる。また、らせん状の発泡金属層31を複数層、重ねて配管10に巻き付けてもよい。 In the example shown in FIG. 10, a long sheet-like material is used as the foam metal layer 31, and the foam metal layer 31 is spirally wound around the outer peripheral surface 10 s of the pipe 10 along the axial direction of the pipe 10. . By doing so, the foamed metal layer 31 can be easily provided along the axial direction in the portion of the pipe 10 overlapping the first reinforcing member 21A and the second reinforcing member 21B. Further, a plurality of spiral foam metal layers 31 may be stacked and wound around the pipe 10.
 また、図10に示すように、発泡金属層31の、配管10の軸方向の端部同士が重なり合うように巻き付けることが好ましい。発泡金属層31の端部同士が重なり合う重畳部31aは、配管10の軸方向に沿ってらせん状に設けられる。こうすることで、発泡金属層31同士の間に隙間が生じることを抑制して、第1補強部材21A及び第2補強部材21Bと、配管10との間の隙間の発生を抑制することができる。 Further, as shown in FIG. 10, it is preferable to wind the metal foam layer 31 so that the ends of the pipe 10 in the axial direction overlap each other. The overlapping portion 31 a where the ends of the metal foam layer 31 overlap is provided in a spiral shape along the axial direction of the pipe 10. By carrying out like this, it can suppress that a clearance gap produces between metal foam metal layers 31, and can suppress generation | occurrence | production of the clearance gap between the 1st reinforcement member 21A and 2nd reinforcement member 21B, and the piping 10. FIG. .
 発泡金属層31を巻き付ける方法は特に限定されるものではない。図11は、配管に発泡金属層を巻き付ける工程の第1変形例を説明するための正面図である。図12は、配管に発泡金属層を巻き付ける工程の第1変形例を説明するための断面図である。図13は、配管に発泡金属層を巻き付ける工程の第2変形例を説明するための断面図である。 The method for winding the foam metal layer 31 is not particularly limited. FIG. 11 is a front view for explaining a first modification of the step of winding the foam metal layer around the pipe. FIG. 12 is a cross-sectional view for explaining a first modification of the step of winding the foam metal layer around the pipe. FIG. 13: is sectional drawing for demonstrating the 2nd modification of the process of winding a metal foam layer around piping.
 図11に示すように、本変形例では、配管10の軸方向に沿って発泡金属層31が複数配列されている。発泡金属層31は、それぞれ配管10の周方向に巻き付けられる。図11に示す例では、発泡金属層31が、配管10の軸方向に隣り合って6つ配列されているが、発泡金属層31の幅、及び配管10の軸方向に配列される発泡金属層31の数は適宜変更してもよい。また、幅方向の端部同士が互いに重なるように複数の発泡金属層31を配列してもよい。 As shown in FIG. 11, in this modification, a plurality of foam metal layers 31 are arranged along the axial direction of the pipe 10. The foam metal layer 31 is wound around the circumferential direction of the pipe 10. In the example shown in FIG. 11, six foam metal layers 31 are arranged adjacent to each other in the axial direction of the pipe 10, but the width of the foam metal layer 31 and the foam metal layer arranged in the axial direction of the pipe 10. The number of 31 may be changed as appropriate. Moreover, you may arrange the some metal foam layer 31 so that the edge parts of the width direction may mutually overlap.
 図12に示すように、発泡金属層31は、それぞれ配管10の外周の1周分の長さを有しており、配管10の周方向に1周ごとに巻き付けられる。発泡金属層31は、配管10の径方向において複数層重ねられる。これに限定されず、図13に示すように、長尺の発泡金属層31を用い、連続して複数の発泡金属層31を巻き付けてもよい。 As shown in FIG. 12, each of the foam metal layers 31 has a length corresponding to one circumference of the outer circumference of the pipe 10, and is wound around the circumference of the pipe 10 for each circumference. A plurality of the metal foam layers 31 are stacked in the radial direction of the pipe 10. The present invention is not limited to this, and a plurality of foam metal layers 31 may be wound continuously using a long metal foam layer 31 as shown in FIG.
 図11から図13に示す例では、配管10の軸方向に沿って、各ブロックごとに発泡金属層31の厚さや積層数を変更できるという利点がある。例えば上述した溶接部11が設けられた箇所において、発泡金属層31の厚さを薄くして、溶接部11が設けられていない箇所において、発泡金属層31の厚さを厚くすることができる。このように、配管10の実際の寸法に対応して発泡金属層31の厚さを調整することが容易であり、確実に配管10における応力の集中を抑制することができる。 11 to 13 has an advantage that the thickness and the number of layers of the foam metal layer 31 can be changed for each block along the axial direction of the pipe 10. For example, the thickness of the foam metal layer 31 can be reduced at the location where the weld 11 described above is provided, and the thickness of the foam metal layer 31 can be increased at the location where the weld 11 is not provided. Thus, it is easy to adjust the thickness of the foam metal layer 31 corresponding to the actual dimension of the pipe 10, and the concentration of stress in the pipe 10 can be reliably suppressed.
 また、図10から図13に示す例では、配管10に発泡金属層31を巻き付ける例を示したが、これに限定されない。図14は、第1補強部材に発泡金属層を貼り付ける工程を説明するための断面図である。図15は、第2補強部材に発泡金属層を貼り付ける工程を説明するための断面図である。図14及び図15に示すように、第1補強部材21A及び第2補強部材21Bにそれぞれ発泡金属層31A、31Bを設けてもよい。 In the example shown in FIGS. 10 to 13, the example in which the foamed metal layer 31 is wound around the pipe 10 is shown, but the present invention is not limited to this. FIG. 14 is a cross-sectional view for explaining a process of attaching the foam metal layer to the first reinforcing member. FIG. 15 is a cross-sectional view for explaining a process of attaching the foam metal layer to the second reinforcing member. As shown in FIGS. 14 and 15, the metal foam layers 31 </ b> A and 31 </ b> B may be provided on the first reinforcing member 21 </ b> A and the second reinforcing member 21 </ b> B, respectively.
 図14に示すように、第1補強部材21Aの第1湾曲板部22Aに発泡金属層31Aが貼り付けられる。発泡金属層31Aは、第1湾曲板部22Aの内周面22Aaに沿って、第1フランジ部23Aと重なる位置から、第1フランジ部24Aと重なる位置まで貼り付けられる。図14では、発泡金属層31Aは複数、積層されており、発泡金属層31Aと第1湾曲板部22Aとの間、及び発泡金属層31Aの各層間は、図示しない接着層を介して貼り合わされる。 As shown in FIG. 14, the foam metal layer 31A is attached to the first curved plate portion 22A of the first reinforcing member 21A. The foam metal layer 31A is attached from the position overlapping the first flange portion 23A to the position overlapping the first flange portion 24A along the inner peripheral surface 22Aa of the first curved plate portion 22A. In FIG. 14, a plurality of the metal foam layers 31A are laminated, and the metal foam layers 31A and the first curved plate portion 22A and the metal foam layers 31A are bonded to each other through adhesive layers (not shown). The
 また、図15に示すように、第2補強部材21Bの第2湾曲板部22Bに発泡金属層31Bが貼り付けられる。発泡金属層31Bは、第2湾曲板部22Bの内周面22Baに沿って、第2フランジ部23Bと重なる位置から、第2フランジ部24Bと重なる位置まで貼り付けられる。図15では、図14に示す発泡金属層31Aの合計の厚さと同じ厚さになるように、発泡金属層31Bが複数、積層される。発泡金属層31Bと第2湾曲板部22B、及び各層の発泡金属層31B同士は、図示しない接着層を介して貼り合わされる。 Further, as shown in FIG. 15, the foam metal layer 31B is attached to the second curved plate portion 22B of the second reinforcing member 21B. The foam metal layer 31B is attached along the inner peripheral surface 22Ba of the second curved plate portion 22B from a position overlapping the second flange portion 23B to a position overlapping the second flange portion 24B. In FIG. 15, a plurality of foam metal layers 31B are laminated so as to have the same thickness as the total thickness of the foam metal layers 31A shown in FIG. The foam metal layer 31B, the second curved plate portion 22B, and the foam metal layers 31B of the respective layers are bonded together via an adhesive layer (not shown).
 図14及び図15に示すように、第1補強部材21A及び第2補強部材21Bにそれぞれ発泡金属層31A、31Bを貼り付ける方法では、発泡金属層31A、31Bを貼り付ける作業を行う場所が配管10の設置場所に限定されないので、配管10の周囲に十分なスペースが確保できない場合であっても、容易に発泡金属層31A、31Bを貼り付けることができる。また、発泡金属層31Aと発泡金属層31Bとは、互いに異なる厚さになるように設けてもよい。これにより、配管10の断面形状に偏心等の歪みが発生している場合であっても、配管10の周方向において良好に補強することができる。 As shown in FIGS. 14 and 15, in the method of attaching the foam metal layers 31 </ b> A and 31 </ b> B to the first reinforcement member 21 </ b> A and the second reinforcement member 21 </ b> B, the place where the work of attaching the foam metal layers 31 </ b> A and 31 </ b> B is performed is piping. Therefore, even if a sufficient space cannot be secured around the pipe 10, the metal foam layers 31A and 31B can be easily attached. Further, the foam metal layer 31A and the foam metal layer 31B may be provided to have different thicknesses. Thereby, even if it is a case where distortion, such as eccentricity, has generate | occur | produced in the cross-sectional shape of the piping 10, it can reinforce favorably in the circumferential direction of the piping 10.
 図16は、配管に第1補強部材及び第2補強部材を取り付ける工程を説明するための模式図である。図16に示すように配管10を配管支持部101、102により支持する。上述のように、配管10に発泡金属層31を巻き付けた後に、若しくは、第1補強部材21A及び第2補強部材21Bにそれぞれ発泡金属層31A、31Bを貼り付ける。その後に、配管10を囲むように第1補強部材21A及び第2補強部材21Bを配置して、補強用具支持部103、104により、第1補強部材21Aと第2補強部材21Bとを仮固定する。このとき、第1フランジ部23Aと第2フランジ部23Bとを対向させて、貫通孔23Aaと貫通孔23Ba(図3参照)とが連続するように第1補強部材21Aと第2補強部材21Bとの位置の微調整を行う。 FIG. 16 is a schematic diagram for explaining a process of attaching the first reinforcing member and the second reinforcing member to the pipe. As shown in FIG. 16, the pipe 10 is supported by pipe support portions 101 and 102. As described above, after the metal foam layer 31 is wound around the pipe 10, or the metal foam layers 31A and 31B are attached to the first reinforcing member 21A and the second reinforcing member 21B, respectively. Thereafter, the first reinforcing member 21A and the second reinforcing member 21B are disposed so as to surround the pipe 10, and the first reinforcing member 21A and the second reinforcing member 21B are temporarily fixed by the reinforcing tool support portions 103 and 104. . At this time, the first reinforcing member 21A and the second reinforcing member 21B are arranged such that the first flange portion 23A and the second flange portion 23B face each other and the through hole 23Aa and the through hole 23Ba (see FIG. 3) are continuous. Fine-tune the position of.
 そして、固定部材41を所定のトルクで締め付けることで、第1補強部材21A及び第2補強部材21Bから、発泡金属層31(図16では図示しない)を介して、配管10に対して径方向に締め付ける応力が加えられる。以上のような補強方法により、配管10の強度が補強される。なお、図16に示す第1補強部材21A及び第2補強部材21Bを取り付ける方法は、あくまで一例であって、配管支持部101、102、補強用具支持部103、104等の構成は、適宜変更してもよい。 Then, by tightening the fixing member 41 with a predetermined torque, the first reinforcing member 21A and the second reinforcing member 21B are radially connected to the pipe 10 via the foam metal layer 31 (not shown in FIG. 16). Tightening stress is applied. The strength of the pipe 10 is reinforced by the above reinforcing method. Note that the method of attaching the first reinforcing member 21A and the second reinforcing member 21B shown in FIG. 16 is merely an example, and the configurations of the pipe support portions 101 and 102, the reinforcing tool support portions 103 and 104, and the like are appropriately changed. May be.
(第2の実施形態)
 図17は、第2の実施形態に係る配管の補強構造を説明するための正面図である。図18は、第2の実施形態に係る配管を示す正面図である。図17及び図18に示すように、本実施形態の配管12は、湾曲部12aと、直管部12bと、直管部12cとを有する。直管部12bは、水平方向において直線状に延びる配管である。直管部12cは、直管部12bの延出方向に対して直交する方向に直線状に延びる配管である。湾曲部12aは、略90°(L字状)に湾曲し、直管部12bと直管部12cとを接続する。本実施形態の配管の補強構造1Aにおける補強対象部分は、配管12の湾曲部12a、いわゆるエルボー部分である。湾曲部12aは、略90°(L字状)に湾曲する構成に限定されず、例えば、略45°に湾曲するものであってもよいし、略180°(U字状)に湾曲する構成であってもよい。
(Second Embodiment)
FIG. 17 is a front view for explaining a piping reinforcement structure according to the second embodiment. FIG. 18 is a front view showing a pipe according to the second embodiment. As shown in FIG.17 and FIG.18, the piping 12 of this embodiment has the curved part 12a, the straight pipe part 12b, and the straight pipe part 12c. The straight pipe portion 12b is a pipe extending linearly in the horizontal direction. The straight pipe portion 12c is a pipe extending linearly in a direction orthogonal to the extending direction of the straight pipe portion 12b. The bending portion 12a is bent to approximately 90 ° (L-shaped) and connects the straight pipe portion 12b and the straight pipe portion 12c. The portion to be reinforced in the piping reinforcing structure 1A of the present embodiment is a curved portion 12a of the piping 12, a so-called elbow portion. The bending portion 12a is not limited to a configuration that bends to approximately 90 ° (L-shaped), and may be, for example, to be bent to approximately 45 °, or may be configured to bend to approximately 180 ° (U-shaped). It may be.
 図18に示すように、配管12において、湾曲部12aと直管部12bとの接続部分において、周方向に沿って溶接部11Aが形成される。また、湾曲部12aと直管部12cとの接続部分において、周方向に沿って溶接部11Bが形成される。さらに、湾曲部12aの内側湾曲部に沿って溶接部11Cが設けられている。配管12において、これらの溶接部11A、11B、11Cの近傍に凹凸が設けられる。 As shown in FIG. 18, in the pipe 12, a welded portion 11 </ b> A is formed along the circumferential direction at a connection portion between the curved portion 12 a and the straight pipe portion 12 b. Further, a welded portion 11B is formed along the circumferential direction at the connection portion between the curved portion 12a and the straight tube portion 12c. Furthermore, a welded portion 11C is provided along the inner curved portion of the curved portion 12a. In the pipe 12, irregularities are provided in the vicinity of these welds 11A, 11B, and 11C.
 図17に示すように、配管12の湾曲部12aに、補強用具20A、20B、20C、20D、20Eが取り付けられている。補強用具20A、20B、20C、20D、20Eは、湾曲部12aの軸方向に沿った方向に並んで配置される。補強用具20A、20B、20C、20D、20Eは、それぞれ、第1補強部材21Cと第2補強部材21Dとを含む。第1補強部材21C及び第2補強部材21Dは、配管12の軸方向に沿って所定の長さを有しており、第1補強部材21Cと第2補強部材21Dとで湾曲部12aの外周面12asを囲んで配置される。 As shown in FIG. 17, reinforcing tools 20A, 20B, 20C, 20D, and 20E are attached to the curved portion 12a of the pipe 12. The reinforcing tools 20A, 20B, 20C, 20D, and 20E are arranged side by side in a direction along the axial direction of the bending portion 12a. Reinforcing tools 20A, 20B, 20C, 20D, and 20E each include a first reinforcing member 21C and a second reinforcing member 21D. The first reinforcing member 21C and the second reinforcing member 21D have a predetermined length along the axial direction of the pipe 12, and the outer peripheral surface of the curved portion 12a is composed of the first reinforcing member 21C and the second reinforcing member 21D. 12as are disposed around.
 補強用具20A、20B、20C、20D、20Eは、湾曲部12aに配置されることから、湾曲部12aの外側湾曲部に対応する部分と、湾曲部12aの内側湾曲部に対応する部分とで長さが異なっている。すなわち、湾曲部12aの軸方向において、第2補強部材21Dの、湾曲部12aの内側湾曲部に対向する部分の長さL1は、第1補強部材21Cの、湾曲部12aの外側湾曲部に対向する部分の長さL2よりも短くなっている。 Since the reinforcing tools 20A, 20B, 20C, 20D, and 20E are disposed in the bending portion 12a, the reinforcing tools 20A, 20B, 20C, 20D, and 20E are long in a portion corresponding to the outer bending portion of the bending portion 12a and a portion corresponding to the inner bending portion of the bending portion 12a. Are different. That is, in the axial direction of the curved portion 12a, the length L1 of the portion of the second reinforcing member 21D that faces the inner curved portion of the curved portion 12a is opposed to the outer curved portion of the curved portion 12a of the first reinforcing member 21C. It is shorter than the length L2 of the part to be performed.
 第1の実施形態と同様に、第1補強部材21Cは、第1湾曲板部22Cと、第1フランジ部23Cとを有する。第2補強部材21Dは、第2湾曲板部22Dと、第2フランジ部23Dとを有する。なお、図17では図示を省略するが、第1湾曲板部22Cの、第1フランジ部23Cに対し反対側の端部において、第1フランジ部23Cと同様の第1フランジ部が設けられている。また、第2湾曲板部22Dの、第2フランジ部23Dに対し反対側の端部において、第2フランジ部23Dと同様の第2フランジ部が設けられている。 As in the first embodiment, the first reinforcing member 21C includes a first curved plate portion 22C and a first flange portion 23C. The second reinforcing member 21D includes a second curved plate portion 22D and a second flange portion 23D. In addition, although illustration is abbreviate | omitted in FIG. 17, the 1st flange part similar to the 1st flange part 23C is provided in the edge part on the opposite side with respect to the 1st flange part 23C of the 1st curved board part 22C. . Moreover, the 2nd flange part similar to 2nd flange part 23D is provided in the edge part on the opposite side with respect to 2nd flange part 23D of 2nd curved board part 22D.
 本実施形態において、第1補強部材21Cと湾曲部12aとの間及び第2補強部材21Dと湾曲部12aとの間に発泡金属層32が設けられている。第1フランジ部23Cと第2フランジ部23Dとを固定部材41で締め付けて固定することにより、第1湾曲板部22Cと第2湾曲板部22Dとが、周方向に互いに近づく方向に引っ張られる。これにより、第1補強部材21C及び第2補強部材21Dから、湾曲部12aに対し、径方向の内側に向かう締め付け応力が加えられ、湾曲部12aの強度が補強される。 In the present embodiment, the metal foam layer 32 is provided between the first reinforcing member 21C and the curved portion 12a and between the second reinforcing member 21D and the curved portion 12a. By fastening and fixing the first flange portion 23C and the second flange portion 23D with the fixing member 41, the first curved plate portion 22C and the second curved plate portion 22D are pulled in a direction approaching each other in the circumferential direction. Thereby, from the first reinforcing member 21C and the second reinforcing member 21D, a tightening stress toward the inside in the radial direction is applied to the bending portion 12a, and the strength of the bending portion 12a is reinforced.
 本実施形態においても、第1補強部材21C及び第2補強部材21Dから加えられる締め付け応力によって、発泡金属層32は、湾曲部12aの径方向に圧縮変形する。これにより、第1補強部材21Cと湾曲部12aとの間及び第2補強部材21Dと湾曲部12aとの間に隙間が発生することを抑制して、応力の集中を抑制できる。湾曲部12aは、設計寸法に対して、外径形状や湾曲形状の実際の寸法の誤差が生じやすい箇所であるが、発泡金属層32を設けることで、寸法の誤差による隙間の発生を抑制できる。 Also in the present embodiment, the metal foam layer 32 is compressed and deformed in the radial direction of the curved portion 12a by the tightening stress applied from the first reinforcing member 21C and the second reinforcing member 21D. Thereby, it can suppress that a gap | interval generate | occur | produces between 21 C of 1st reinforcement members and the curved part 12a, and between 2nd reinforcement member 21D and the curved part 12a, and can suppress the concentration of stress. The curved portion 12a is a portion where an actual dimensional error of an outer diameter shape or a curved shape is likely to occur with respect to a design dimension. However, by providing the foamed metal layer 32, generation of a gap due to the dimensional error can be suppressed. .
 図19は、第2の実施形態に係る配管に発泡金属層を巻き付けたときの正面図である。図20は、第2の実施形態に係る配管に発泡金属層を巻き付けたとき他の例を示す正面図である。本実施形態において、図19に示すように、発泡金属層32として長尺のシート状のものが用いられ、発泡金属層32は、湾曲部12aの軸方向に沿って、湾曲部12aの外周面12asにらせん状に巻き付けられる。これにより、湾曲部12aの湾曲した部分であっても容易に発泡金属層32を巻き付けることができる。発泡金属層32は、上述したように複数、積層してもよい。 FIG. 19 is a front view when a metal foam layer is wound around the pipe according to the second embodiment. FIG. 20 is a front view showing another example when the foam metal layer is wound around the pipe according to the second embodiment. In the present embodiment, as shown in FIG. 19, a long sheet-like material is used as the foam metal layer 32, and the foam metal layer 32 has an outer peripheral surface of the curved portion 12 a along the axial direction of the curved portion 12 a. It is wound around 12as in a spiral. Thereby, even if it is the curved part of the curved part 12a, the metal foam layer 32 can be wound easily. A plurality of the metal foam layers 32 may be laminated as described above.
 この際、発泡金属層32は、溶接部11A、11B、11Cを覆って設けられる。これにより、溶接部11A、11B、11Cの近傍に生じる凹凸に対応して発泡金属層32が圧縮変形するので、溶接部11A、11B、11Cにおける応力の集中を抑制して、湾曲部12aの強度を補強することができる。 At this time, the foam metal layer 32 is provided so as to cover the welded portions 11A, 11B, and 11C. Thereby, since the foam metal layer 32 is compressed and deformed corresponding to the unevenness generated in the vicinity of the welded portions 11A, 11B, and 11C, the stress concentration in the welded portions 11A, 11B, and 11C is suppressed, and the strength of the curved portion 12a is suppressed. Can be reinforced.
 図19に示す、発泡金属層32の巻き付け方法はあくまで一例であって、他の方法であってもよい。例えば、図20に示すように、湾曲部12aの軸方向に沿って、発泡金属層32A、32B、32C、32D、32Eが配列されていてもよい。発泡金属層32A、32B、32C、32D、32Eは、補強用具20A、20B、20C、20D、20E(図17参照)にそれぞれ重なる位置に設けられる。 The winding method of the foam metal layer 32 shown in FIG. 19 is merely an example, and other methods may be used. For example, as shown in FIG. 20, the metal foam layers 32A, 32B, 32C, 32D, and 32E may be arranged along the axial direction of the curved portion 12a. The foam metal layers 32A, 32B, 32C, 32D, and 32E are provided at positions that respectively overlap the reinforcing tools 20A, 20B, 20C, 20D, and 20E (see FIG. 17).
 図20に示す例では、発泡金属層32A、32B、32C、32D、32Eごとに、形状や厚さ等を変更することができるので、例えば、溶接部11A、11Bに重なる発泡金属層32A、32Eを、他の部分と異なる厚さにする等、適宜調整を行うことができる。また、図14及び図15に示した例と同様に、発泡金属層32は、第1補強部材21C及び第2補強部材21Dに貼り付けてもよい。 In the example shown in FIG. 20, since the shape, thickness, etc. can be changed for each of the foam metal layers 32A, 32B, 32C, 32D, 32E, for example, the foam metal layers 32A, 32E overlapping the welds 11A, 11B. Can be appropriately adjusted, for example, to have a thickness different from those of other portions. Similarly to the example shown in FIGS. 14 and 15, the foam metal layer 32 may be attached to the first reinforcing member 21 </ b> C and the second reinforcing member 21 </ b> D.
 以上、本発明の実施形態について説明したが、この実施形態の内容によりこの発明が限定されるものではなく、適宜変更することができる。例えば、第1の実施形態に示す第1補強部材21Aと第2補強部材21Bとは、互いに線対称の正面形状及び断面形状であるが、互いに非対称な形状であってもよい。また、第1フランジ部23A、24Aと第2フランジ部23B、24Bは、それぞれ2つずつ設けられているが、第1湾曲板部22Aの一端側に第1フランジ部23Aを設け、第2湾曲板部22Bの一端側に第2フランジ部23Bを設け、第1湾曲板部22Aの他端側と第2湾曲板部22Bの他端側とは、例えば、ヒンジ構造により稼働可能に固定されていてもよい。 As mentioned above, although embodiment of this invention was described, this invention is not limited by the content of this embodiment, It can change suitably. For example, the first reinforcing member 21A and the second reinforcing member 21B shown in the first embodiment have a frontal shape and a cross-sectional shape that are line-symmetric with each other, but may be asymmetrical with each other. The first flange portion 23A, 24A and the second flange portion 23B, 24B are provided in two each, but the first flange portion 23A is provided on one end side of the first curved plate portion 22A, and the second curved portion is provided. A second flange portion 23B is provided on one end side of the plate portion 22B, and the other end side of the first curved plate portion 22A and the other end side of the second curved plate portion 22B are fixed to be operable by a hinge structure, for example. May be.
 1、1A 配管の補強構造
 10、12 配管
 10a 配管部材
 10s、12as 外周面
 11、11A、11B、11C 溶接部
 12a 湾曲部
 12b、12c 直管部
 20、20A、20B、20C、20D、20E 補強用具
 21A、21C 第1補強部材
 21B、21D 第2補強部材
 22 環状部
 22A、22C 第1湾曲板部
 22B、22D 第2湾曲板部
 22Aa、22Ba 内周面
 23A、23C、24A 第1フランジ部
 23B、23D、24B 第2フランジ部
 23Aa、23Ba 貫通孔
 25A、25B 肉厚部
 31、31A、31B、32、32A、32B、32C、32D、32E 発泡金属層
 35 気孔
 41 固定部材
 D1 外径
 D2、D3 内径
1, 1A Piping reinforcement structure 10, 12 Piping 10a Piping member 10s, 12as Outer peripheral surface 11, 11A, 11B, 11C Welding portion 12a Bending portion 12b, 12c Straight pipe portion 20, 20A, 20B, 20C, 20D, 20E Reinforcing tool 21A, 21C 1st reinforcement member 21B, 21D 2nd reinforcement member 22 Annular part 22A, 22C 1st curved plate part 22B, 22D 2nd curved plate part 22Aa, 22Ba Inner peripheral surface 23A, 23C, 24A 1st flange part 23B, 23D, 24B Second flange portion 23Aa, 23Ba Through hole 25A, 25B Thick portion 31, 31A, 31B, 32, 32A, 32B, 32C, 32D, 32E Foamed metal layer 35 Pore 41 Fixing member D1 Outer diameter D2, D3 Inner diameter

Claims (12)

  1.  高温高圧の蒸気を流すための配管を補強する補強構造であって、
     前記配管の外周面と対向して湾曲する第1湾曲板部と、前記第1湾曲板部の周方向の端部から前記配管の径方向の外側に突出する第1フランジ部とを有する第1補強部材と、
     前記配管の外周面と対向して湾曲し、前記第1湾曲板部と前記配管の周方向に隣り合って配置される第2湾曲板部と、前記第2湾曲板部の周方向の端部から前記配管の径方向の外側に突出し、前記第1フランジ部と対向する第2フランジ部とを有する第2補強部材と、
     前記第1補強部材と前記第2補強部材とが前記配管の外周面に配置された際に、対向する前記第1フランジ部と前記第2フランジ部とを固定するための固定部材と、
     前記第1補強部材と前記配管との間及び前記第2補強部材と前記配管との間に設けられ、前記第1フランジ部と前記第2フランジ部とが互いに固定される際に、前記配管の径方向に圧縮変形する発泡金属層と、を有する配管の補強構造。
    It is a reinforcing structure that reinforces piping for flowing high-temperature and high-pressure steam,
    The 1st curved board part which curves facing the outer peripheral surface of the said piping, and the 1st flange part which protrudes in the radial direction outer side of the said piping from the edge part of the circumferential direction of the said 1st curved board part A reinforcing member;
    A second curved plate portion that is curved to face the outer peripheral surface of the pipe and is disposed adjacent to the first curved plate portion in the circumferential direction of the pipe, and a circumferential end portion of the second curved plate portion A second reinforcing member that protrudes outward in the radial direction of the pipe and has a second flange portion facing the first flange portion;
    A fixing member for fixing the first flange portion and the second flange portion facing each other when the first reinforcing member and the second reinforcing member are disposed on the outer peripheral surface of the pipe;
    Provided between the first reinforcing member and the pipe and between the second reinforcing member and the pipe, and when the first flange portion and the second flange portion are fixed to each other, A reinforcing structure for piping having a foamed metal layer compressively deformed in a radial direction.
  2.  前記発泡金属層は、前記配管の周方向の全周に設けられる請求項1に記載の配管の補強構造。 2. The piping reinforcing structure according to claim 1, wherein the metal foam layer is provided on the entire circumference of the piping in the circumferential direction.
  3.  前記第1補強部材及び前記第2補強部材は、前記配管の軸方向に沿った方向に延びており、
     前記発泡金属層は、前記第1補強部材及び前記第2補強部材と重なって、前記配管の軸方向に沿った方向に設けられる請求項1又は請求項2に記載の配管の補強構造。
    The first reinforcing member and the second reinforcing member extend in a direction along the axial direction of the pipe,
    The piping reinforcing structure according to claim 1 or 2, wherein the metal foam layer is provided in a direction along an axial direction of the piping so as to overlap the first reinforcing member and the second reinforcing member.
  4.  前記発泡金属層は、前記配管の外周面から径方向の外側に突出する溶接部を覆って設けられる請求項1から請求項3のいずれか1項に記載の配管の補強構造。 The piping reinforcing structure according to any one of claims 1 to 3, wherein the metal foam layer is provided so as to cover a welded portion protruding radially outward from an outer peripheral surface of the pipe.
  5.  前記発泡金属層は、前記配管の外周面に複数重ねて設けられる請求項1から請求項4のいずれか1項に記載の配管の補強構造。 5. The piping reinforcing structure according to claim 1, wherein a plurality of the metal foam layers are provided on the outer peripheral surface of the piping.
  6.  前記発泡金属層は、前記配管の軸方向に沿って、前記配管の外周面にらせん状に巻き付けられる請求項1から請求項5のいずれか1項に記載の配管の補強構造。 The piping reinforcing structure according to any one of claims 1 to 5, wherein the metal foam layer is spirally wound around an outer peripheral surface of the pipe along the axial direction of the pipe.
  7.  前記第1フランジ部と前記第2フランジ部とを当接させた際に前記第1湾曲板部と前記第2湾曲板部とで形成される環状部の内径が、前記配管の外径よりも大きい請求項1から請求項6のいずれか1項に記載の配管の補強構造。 The inner diameter of the annular portion formed by the first curved plate portion and the second curved plate portion when the first flange portion and the second flange portion are brought into contact with each other is larger than the outer diameter of the pipe. The piping reinforcing structure according to any one of claims 1 to 6, which is large.
  8.  前記第1湾曲板部及び前記第2湾曲板部の、前記配管の軸方向における長さが、それぞれ、前記第1フランジ部及び前記第2フランジ部の、前記配管の軸方向における長さよりも長い請求項1から請求項7のいずれか1項に記載の配管の補強構造。 The length of the first curved plate portion and the second curved plate portion in the axial direction of the pipe is longer than the length of the first flange portion and the second flange portion in the axial direction of the pipe, respectively. The piping reinforcing structure according to any one of claims 1 to 7.
  9.  前記第1補強部材及び前記第2補強部材の、前記配管の軸方向における長さは、前記配管の外径の3倍以上である請求項1から請求項8のいずれか1項に記載の配管の補強構造。 The pipe according to any one of claims 1 to 8, wherein lengths of the first reinforcing member and the second reinforcing member in the axial direction of the pipe are three times or more of an outer diameter of the pipe. Reinforcement structure.
  10.  前記第1フランジ部及び前記第2フランジ部の、前記配管の周方向における厚さは、それぞれ、前記第1湾曲板部及び前記第2湾曲板部との接続箇所において、径方向の外側の部分よりも厚い請求項1から請求項9のいずれか1項に記載の配管の補強構造。 The thicknesses of the first flange portion and the second flange portion in the circumferential direction of the pipe are the radially outer portions at the connection points with the first curved plate portion and the second curved plate portion, respectively. The reinforcing structure for piping according to any one of claims 1 to 9, wherein the reinforcing structure is thicker.
  11.  高温高圧の蒸気を流すための配管を補強する補強方法であって、
     前記配管の外周面に発泡金属シートを巻き付ける工程と、
     前記配管の外周面と対向して湾曲する第1湾曲板部と、前記第1湾曲板部の周方向の端部から前記配管の径方向の外側に突出する第1フランジ部とを有する第1補強部材と、前記配管の外周面と対向して湾曲する第2湾曲板部と、前記第2湾曲板部の周方向の端部から前記配管の径方向の外側に突出する第2フランジ部とを有する第2補強部材と、を用意して、前記第1補強部材と前記第2補強部材とを前記配管の外周面を囲んで配置し、対向する前記第1フランジ部と前記第2フランジ部とを固定することで、前記発泡金属シートを前記配管の径方向に圧縮変形させる工程と、を含む配管の補強方法。
    A reinforcing method for reinforcing piping for flowing high-temperature and high-pressure steam,
    A step of winding a foam metal sheet around the outer peripheral surface of the pipe;
    The 1st curved board part which curves facing the outer peripheral surface of the said piping, and the 1st flange part which protrudes in the radial direction outer side of the said piping from the edge part of the circumferential direction of the said 1st curved board part A reinforcing member, a second curved plate portion that curves to face the outer peripheral surface of the pipe, and a second flange portion that projects outward in the radial direction of the pipe from the circumferential end of the second curved plate portion. A first reinforcing member and a second reinforcing member, wherein the first reinforcing member and the second reinforcing member are disposed so as to surround an outer peripheral surface of the pipe, and are opposed to each other. A step of compressing and deforming the foamed metal sheet in the radial direction of the pipe.
  12.  前記第1フランジ部と前記第2フランジ部とを当接させた際に、前記第1湾曲板部と、前記第2湾曲板部とで形成される環状部の内径が、前記配管の外径よりも大きくなるように、前記第1補強部材と前記第2補強部材とを形成する工程を含む請求項11に記載の配管の補強方法。 When the first flange portion and the second flange portion are brought into contact with each other, an inner diameter of an annular portion formed by the first curved plate portion and the second curved plate portion is an outer diameter of the pipe. The method of reinforcing a pipe according to claim 11, comprising a step of forming the first reinforcing member and the second reinforcing member so as to be larger than the first reinforcing member.
PCT/JP2016/075567 2016-08-31 2016-08-31 Pipe reinforcing structure and pipe reinforcing method WO2018042577A1 (en)

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