JP6018783B2 - Seismic reinforcement structure and seismic reinforcement method - Google Patents

Description

  The present invention relates to a seismic reinforcement structure and a seismic reinforcement method, and more particularly to a seismic reinforcement structure and a seismic reinforcement method for seismic reinforcement of a frame composed of a reinforced concrete or steel reinforced concrete column beam structure.

  As one of the methods for retrofitting existing buildings with frames composed of reinforced concrete or steel reinforced concrete column beam structures, an expanded earthquake resistant wall and steel frame braces were partitioned with columns and beams. There is a construction method provided in the opening. 4A and 4B are diagrams showing a conventional seismic reinforcement structure, in which FIG. 4A is a cross-sectional view seen from the front, and FIG. 4B is a cross-sectional view seen from the arrow bb in FIG. is there. As shown in FIG. 4, a plurality of anchor bars 330 that are post-construction anchors are constructed along the inner peripheral surfaces of the pillar 310 and the beam 320 that define the opening 360, and protrude from the pillar 310 and the beam 320. The partial anchor bars 330 are fixed in the reinforced concrete built-up earthquake-resistant wall 340. In general, since the beam 320 and the floor slab 325 are integrally formed, in this specification, the integrated beam 320 and the floor slab 325 are collectively referred to as the beam 320. In the additional earthquake-resistant wall 340 installed in the opening 360 divided by the column 310 and the beam 320, wall bars 341 are arranged vertically and horizontally, and along the joint portion between the column 310 and the beam 320, A spiral splitting prevention muscle 350 is arranged.

  Patent Document 1 discloses a reinforcing structure for an existing building in which a steel framed brace is installed. This reinforcement structure was constructed between post-installed anchors that were constructed on the columns and beams that defined the openings, framed braces welded with headed studs, and columns, beams, and framed braces. With concrete. Concrete is anchored with post-installed anchors and headed studs welded to framed braces. By using high tensile strength concrete for this concrete, it is made difficult to cause splitting of the concrete, and a reinforcing structure in which the splitting prevention bars are omitted is realized.

  Moreover, patent document 2 is disclosing the earthquake-resistant steel frame frame or earthquake-resistant concrete wall installed in the opening part divided by the column and the beam. The technique described in Patent Document 2 prevents cracks occurring in concrete by arranging mesh bars at the joints between columns and beams and an earthquake-resistant steel frame or earthquake-resistant concrete wall.

Japanese Patent Laid-Open No. 9-317198 Japanese Unexamined Patent Publication No. 7-18877

  In the additional seismic wall 340 shown in FIG. 4, the deformed reinforcing bar having a diameter of about 16 to 19 mm, which is thicker than the wall reinforcing bar 341, is generally used as the anchor reinforcing bar 330 constructed on the column 310 and the beam 320. Therefore, each of the anchor bars 330 has a large tensile force and shearing force transmitted to the additional seismic wall 340, and in order to prevent the splitting of the concrete that occurs when a horizontal force acts due to the earthquake, the joint portion of the additional seismic wall 340 The splitting prevention muscle 350 was arranged along the line. Moreover, about 20-25 mm is needed for the drilling diameter for constructing the anchor bar | burr 330 with a diameter of about 16-19 mm. In order to drill a hole of this size, a vibration drill or a silent core drill is required, but the former requires a lot of noise and vibration, and the latter requires water when drilling, and the work time per one There is a problem that it takes. Further, the vibration drill or the silent drill has a large driving force, and there is a risk of cutting the reinforcing bar when the anchor hole is drilled.

  Moreover, in the reinforcement structure described in Patent Document 1, it is possible to omit the splitting reinforcing bars, but it is necessary to mix carbon fibers and aramid fibers into the concrete of the joint portion, and there is a problem that costs increase. Moreover, the various problems at the time of drilling in the columns and beams described above cannot be solved.

  Moreover, in the additional earthquake-resistant wall described in Patent Document 2, it is necessary to arrange mesh bars along the joints, and there is a problem that it takes time and cost. In addition, as in Patent Document 1, it is not possible to solve various problems in drilling the above-described columns and beams.

  The present invention has been made in view of the above problems, and provides a seismic reinforcement structure and a seismic reinforcement method that can suppress labor and construction costs and that do not damage existing reinforcing bars when drilling an anchor hole. With the goal.

To achieve the above object, seismic reinforcing structure of the present invention is a seismic reinforcement structure provided in an opening defined by columns and beams of existing buildings, said post defining said opening and A plurality of anchor bars that are partly embedded in the beam, and a part of the remaining part protrudes from the column and the beam, and an additional earthquake-resistant wall made of reinforced concrete provided in the opening, the plurality of anchor bars The pillars and the protruding portions of the beams are fixed to the expanded seismic wall, and the plurality of anchor bars have a rebar cross-sectional area of 60% or less of the rebar cross-sectional area of the expanded seismic wall and a rebar diameter of 6 to It is characterized by being 10 mm .

  The extension seismic wall may not have split split prevention bars along the joint portion between the column and the beam and the additional seismic wall.

To achieve the above object, seismic strengthening method of the present invention, the openings defined by columns and beams of existing buildings, comprising the steps of: drilling a plurality of anchor holes on the inner peripheral surface of the columnar and the beams, A step of inserting and fixing a part of the anchor bar to each of the plurality of anchor holes; and a step of arranging an additional earthquake-resistant wall by placing a bar and placing concrete in the opening. The remaining part of the reinforcement includes the step of fixing the concrete of the additional seismic wall to the concrete and inserting and fixing to the anchor hole . 60% or less, and the reinforcing bar diameter is 6 to 10 mm .

  According to the present invention, the amount of processing dust in the drilling of the anchor hole, the suppression of noise and vibration during drilling, the damage of existing reinforcing bars due to drilling, the amount of material used such as filling resin due to the decrease in drilling volume There is an effect that it is possible to reduce costs due to the reduction of the cost.

It is the figure which showed the earthquake-proof reinforcement structure which concerns on the 1st Embodiment of this invention, (a) is sectional drawing seen from the front, (b) is seen from arrow bb in FIG. 1 (a). Sectional view. The expansion perspective view which showed a part of seismic reinforcement structure concerning the 1st Embodiment of this invention in construction order ((a)-(c)). It is the figure which showed the earthquake-proof reinforcement structure which concerns on the 2nd Embodiment of this invention, (a) is sectional drawing seen from the front, (b) is seen from arrow bb in FIG. 3 (a). Sectional view. It is the figure which showed the conventional earthquake-proof reinforcement structure, (a) is sectional drawing seen from the front, (b) is sectional drawing seen from arrow bb in FIG. 4 (a).

  Hereinafter, a seismic reinforcement structure and a seismic reinforcement method according to a first embodiment of the present invention will be described with reference to the drawings. 1A and 1B are diagrams showing a seismic reinforcement structure according to a first embodiment of the present invention, in which FIG. 1A is a cross-sectional view seen from the front, and FIG. 1B is an arrow b in FIG. FIG. 2 is an enlarged perspective view showing a part of the seismic reinforcing structure according to the first embodiment of the present invention in the construction order ((a) to (c)).

  As shown in FIGS. 1A and 1B, the seismic reinforcement structure 100 according to the embodiment of the present invention is provided in an opening 160 partitioned by a column 110 and a beam 120 of an existing building. A part of a plurality of anchor bars 130 that are post-construction anchors are embedded in the inner peripheral surfaces of the pillar 110 and the beam 120 that define the opening 160.

  The anchor bar 130 is composed of a full screw or a deformed bar having a diameter of about 6 to 10 mm. As shown in FIGS. 1A and 1B, two anchor bars 130 (two rows) are arranged in the width direction of the pillar 110 and the beam 120, and a predetermined length is provided along the circumferential direction of the opening 160. It arrange | positions at the space | interval and the space | interval is comparable as the space | interval arrangement | positioning space | interval of the wall reinforcement 141 of the expansion seismic wall 140 mentioned later. The length of the anchor bars 130 embedded in the columns 110 and the beams 120 is 8 times or more the diameter of the anchor bars 130 as in the case of a general post-installed anchor. The anchor muscle 130 can employ various construction methods for post-construction anchors. However, the post-installed anchor having a diameter of 10 mm or less described in the present embodiment is suitable for a cartridge-type construction in which resin is injected into the hole bottom to fix the anchor muscle 130 in order to easily obtain the material. . In addition, although the cartridge type post-installation anchor was used in the present Example, it cannot be overemphasized that various post-construction anchors, such as a capsule type | mold driving type post-installation anchor, other than this type can be employ | adopted.

  Moreover, the seismic reinforcement structure 100 according to the embodiment of the present invention includes an additional seismic wall 140 disposed in the opening 160. The expanded seismic walls 140 are reinforced concrete, and as shown in FIGS. 1A and 1B, wall bars 141 are arranged at predetermined intervals in the vertical and horizontal directions. The wall bars 141 are deformed bars having a diameter of about 10 to 13 mm, and the diameter is larger than that of the anchor bars 130. The anchor bars 130 protruding from the pillar 110 and the beam 120 are fixed to the concrete portion of the additional seismic wall 140. Thereby, the pillar 110 and the beam 120 and the additional earthquake-resistant wall 140 are integrated.

  Next, the effect by using the earthquake-proof reinforcement structure 100 which concerns on the 1st Embodiment of this invention is demonstrated.

  As described above, the diameter of the anchor bars 130 constructed on the inner peripheral surfaces of the columns 110 and the beams 120 that define the openings 160 is about 6 to 10 mm, and the anchor bars that have been used in the conventional seismic reinforcement structure are provided. The smaller diameter is used. The diameter of the anchor hole necessary for constructing such an anchor bar 130 is about 9 to 12 mm. A lightweight and low-power electric drill is sufficient for drilling anchor holes of this size. Therefore, the drilling operation can be easily performed. Moreover, such an electric drill has low power consumption and an excellent power saving effect. In addition, if the drill hits the reinforcing bar during drilling, the steel bar 110 and the beam 120 are not cut further, and the damage to the pillar 110 and the beam 120 of the building can be minimized. When the electric drill hits the reinforcing bar, another hole can be provided in the vicinity thereof. For this reason, it is possible to omit the reinforcing bar exploration work for the pillar 110 and the beam 120, and the work can be performed efficiently.

  Further, as described above, the post-construction anchor needs to ensure a drilling length of 8 times or more the diameter of the anchor bar 130. That is, as the diameter of the anchor bar 130 to be constructed becomes smaller, the perforation length of the hole in the column 110 and the beam 120 can be shortened. Since the anchor bars 130 used in the present embodiment have a diameter of about 6 to 10 mm, which is smaller than the conventional one, the drilling length of the anchor holes can be shortened. Therefore, when drilling the anchor hole, the drill hole can be prevented from interfering with the reinforcing bars of the column 110 and the beam 120.

  Moreover, in the seismic reinforcement structure according to the present embodiment, a larger number of anchor bars 130 having a smaller diameter are arranged as compared with the conventional seismic reinforcement structure, so that the force transmitted by one anchor bar 130 is the conventional earthquake resistance. It is smaller than the anchor bars in the reinforcing structure. Therefore, the stress which acts locally on the concrete of the additional earthquake-resistant wall 140 can be reduced, and the crack in the concrete of the additional earthquake-resistant wall 140 is prevented. Therefore, in the seismic reinforcing structure 100 according to the present embodiment, the splitting reinforcing bars 350 for preventing the splitting of the concrete used in the seismic reinforcing structure 300 shown in FIG. 4 can be omitted, thereby reducing the construction cost. It becomes possible to do.

  Next, the amount of anchor bars and the drilling amount (volume) of the anchor holes used in the seismic reinforcing structure 100 according to the present embodiment shown in FIG. 1 and the conventional seismic reinforcing structure 300 shown in FIG. 4 are compared. To do. The role of the post-installed anchor is to transmit tensile force and shearing force by the anchor bar. Therefore, if the total cross-sectional area of the anchor muscles to be arranged is the same, the same force can be transmitted. Here, the anchor used for the conventional seismic reinforcing structure 300 using the anchor bars 330 having a diameter of 16 mm and the seismic reinforcing structure 100 according to the present embodiment using the anchor bars 130 having a diameter of 6 mm or 10 mm. Compare the amount of muscle and the amount of anchor holes.

The nominal cross-sectional area of a deformed reinforcing bar having a diameter of 16 mm (hereinafter simply referred to as D16; the deformed reinforcing bars having other diameters are also described in the same manner) is 199 mm ² . In order to transmit the same force as the one D16 rebar, D10 (nominal cross-sectional area of 71.3mm ²⁾ In 2.8 present, D6 rebar by using (nominal cross-sectional area of 32 mm ²⁾ in the present 6.2 Can have the same total cross-sectional area.

Further, the post-installed anchor needs to secure a fixing length that is eight times the rebar diameter. Therefore, the anchor holes drilled in the columns and beams require a drilling length of 128 mm for D16, 80 mm for D10, and 48 mm for D6. Multiplying the perforated length by the nominal cross-sectional area of the deformed reinforcing bar and the number of reinforcing bars described above becomes the perforated volume of the columns and beams necessary to have the performance equivalent to D16 / bar.
D16: 128 × 199 × 1 = 25,472 mm ³
D10: 80 × 71.3 × 2.8 = 15,971 mm ³
D6: 48 × 32 × 6.2 = 9,523 mm ³

  From these results, when an anchor bar having a small reinforcing bar diameter is used, the number of anchor bars to be arranged to transmit the same force is increased, but the amount of drilling holes in columns and beams is reduced. Reducing the amount of drilling means that, in other words, dust generated during drilling is suppressed, the work time is shortened, and the duration of noise caused by the drilling work by the drill can be shortened. Moreover, it can be expected that the level of noise and vibration will be lowered by reducing the rated output of the drill. Furthermore, from the viewpoint of the material used, by reducing the diameter of the anchor bars, the number of anchor bars to be installed is increased, but the total amount of anchor bars to be used and the total amount of the filling resin are reduced. From these, by using the seismic reinforcing structure 100 according to the present embodiment, it is possible to realize the seismic reinforcing structure 100 with reduced construction cost and to consider the noise to the surroundings during construction.

  Next, the construction method of the earthquake-proof reinforcement structure which concerns on this embodiment is demonstrated.

  First, using an electric drill, as shown in FIG. 2A, a plurality of anchor holes 131 are drilled in the column 110 and the beam 120 at predetermined intervals. The anchor hole 131 to be drilled is a hole having a margin of 2-3 mm in the diameter of the anchor muscle 130 to be used. For example, when the anchor muscle 130 having a diameter of 6 mm is used, the diameter of the anchor hole 131 to be drilled is set to about 9 mm. Further, when the anchor muscle 130 having a diameter of 10 mm is used, the diameter of the anchor hole 131 to be drilled is set to about 12 mm. In addition, the drilling length of the anchor hole is 8 times or more the diameter of the anchor muscle 130 to be used as described above. After the anchor hole 131 is drilled in the pillar 110 and the beam 120, the dust accumulated in the hole is dropped with a brush and the inside of the hole is cleaned by suction or blower.

  Next, a resin for fixing the anchor bar 130 to the anchor hole 131 is injected, and the anchor bar 130 is inserted into the anchor hole 131 while rotating. Then, the resin is cured, and the anchor bars 130 are fixed to the pillars 110 and the beams 120 as shown in FIG.

  Subsequently, the reinforcing bars of the additional seismic wall 140 are arranged. And by installing a formwork and placing concrete, as shown in FIG.2 (c), the expansion earthquake-resistant wall 140 is constructed. At this time, the portions of the anchor bars 130 protruding from the columns 110 and the beams 120 are fixed to the concrete of the additional earthquake resistant wall. The seismic reinforcement structure 100 according to the present embodiment can be constructed according to the above construction sequence.

  Next, a seismic reinforcement structure and a seismic reinforcement method according to the second embodiment of the present invention will be described with reference to the drawings. FIGS. 3A and 3B are diagrams showing the seismic reinforcement structure according to the second embodiment of the present invention, in which FIG. 3A is a cross-sectional view seen from the front, and FIG. 3B is an arrow b in FIG. It is sectional drawing seen from -b. In the seismic reinforcing structure 100 according to the first embodiment described above, the reinforced concrete structure additional seismic wall 140 is arranged in the opening 160 partitioned by the pillar 110 and the beam 120. However, the seismic reinforcing structure according to the present embodiment is provided. 200 differs in that a brace 250 with a steel frame is disposed in the opening 260. The following description will focus on differences from the above-mentioned seismic reinforcement structure.

  As shown in FIGS. 3A and 3B, the seismic reinforcement structure 200 according to the second embodiment of the present embodiment is provided in an opening 260 defined by a column 210 and a beam 220 of an existing building. ing. A plurality of anchor bars 230 as post-construction anchors are constructed on the inner peripheral surfaces of the pillars 210 and the beams 220 that define the opening 260. The diameter and arrangement of the anchor bars 230 and the fixing method to the pillars 210 and the beams 220 are the same as in the above embodiment.

  In addition, the seismic reinforcement structure according to the embodiment of the present invention includes a framed brace 250 disposed in the opening 260. The frame-equipped brace 250 includes a frame body 251 in which shape steel or the like is assembled in a rectangular shape, and a brace that is attached to the frame body 251 via a gusset plate 253 and arranged in a V shape that retains the shape of the frame body 251. 254. The brace 254 is formed of a mold or the like, like the frame body 251. For example, in the present embodiment, the frame body 251 is made of a square steel pipe, and the brace 254 is made of L-shaped steel.

  A plurality of deformed reinforcing bars 252 are stud welded to the outer peripheral surface of the frame body 251. The deformed reinforcing bar 252 has a diameter of about 6 to 10 mm, similarly to the anchor bar 230 post-installed on the column 210 and the beam 220, and its arrangement mode is also substantially the same as that of the anchor bar 230. That is, as shown in FIG. 3B, two (two rows) deformed reinforcing bars 252 are welded in the width direction of the frame body 251, and the anchor bars 230 are connected along the circumferential direction of the frame body 251. Deformed bars are welded at approximately the same interval.

  Further, as shown in FIGS. 3A and 3B, between the inner peripheral surface of the pillar 210 and the beam 220 that define the opening 260 and the outer peripheral surface of the frame body 251 of the brace 250 with a frame, Concrete or mortar 270 is filled. The portion of the anchor bar 230 protruding from the column 210 and the beam 220 and the deformed reinforcing bar 252 stud welded to the frame body 251 are the inner peripheral surface of the column 210 and the beam 220 that define the opening 260, and the outer peripheral surface of the frame body 251. It is fixed to concrete or mortar 270 filled in between.

  Also in the seismic reinforcement structure 200 according to this embodiment, the diameter of the anchor reinforcement 230 applied to the column 210 and the beam 220 is set to about 6 to 10 mm, as in the first embodiment described above. Therefore, the same effects as those of the seismic reinforcement structure 100 according to the first embodiment can be obtained. Moreover, the diameter of the deformed reinforcing bar 252 stud-welded to the outer peripheral surface of the frame 251 is also set to about 6 to 10 mm. Therefore, excessive stress concentration is not generated in the filled concrete 270, so that splitting of the concrete 270 can be suppressed. Therefore, it is possible to omit the split splitting bar 350 (FIG. 4) that has been used in the conventional seismic reinforcement structure.

  In addition, about the construction method of the earthquake-proof reinforcement structure 200 which concerns on this embodiment, it is the same as that of the above-mentioned embodiment until construction of the anchor reinforcement 130 shown in FIG.2 (b). Then, the brace with frame 250 manufactured in advance in a factory or the like is fixed to the opening 260 defined by the pillar 210 and the beam 220, and the concrete is placed by placing the formwork. Thereby, the earthquake-proof reinforcement structure 200 which concerns on this embodiment is constructed | assembled.

  The present invention is not limited to the above embodiment, and various modifications and improvements can be made. In the above-described embodiment, the reinforced concrete structure additional seismic wall 140 and the steel framed brace 250 are arranged on the column and beam frames, but the effect of the present invention is also enjoyed when other reinforcing structures are used. Is possible.

  Further, the member attached to the frame body 251 described in the second embodiment is not necessarily the deformed reinforcing bar 252, and is made of a metal that can transmit a horizontal force acting by an earthquake to the frame body 251 and the brace material 254. For example, a stud with a head may be welded.

100, 200, 300 Seismic reinforcement structure 110, 210, 310 Column 120, 220, 320 Beam 125, 225, 325 Slab 130, 230, 330 Anchor bar 131 Anchor hole 140, 340 Additional seismic wall 141, 341 Wall bar 250 Frame Brace 251 with frame 252 Deformed bar 253 Gusset plate 254 Brace 270 Concrete 350 Splitting prevention bar

Claims (3)

A seismic reinforcement structure provided in an opening section defined by columns and beams of an existing building,
A plurality of anchor bars protruding from the pillar and the beam, a part of which is embedded in the pillar and the beam defining the opening;
An additional seismic wall made of reinforced concrete provided in the opening, and
The protruding portions of the plurality of anchor bars from the columns and the beams are fixed to the additional earthquake-resistant wall,
The plurality of anchor bars have a reinforcing bar cross-sectional area of 60% or less of a reinforcing bar cross-sectional area of the additional earthquake resistant wall and a reinforcing bar diameter of 6 to 10 mm . The seismic reinforcement structure according to claim 1, wherein the additional seismic wall does not include a split prevention bar along a joint portion between the pillar and the beam and the additional seismic wall. Drilling a plurality of anchor holes in the inner peripheral surface of the pillar and the beam in the opening section defined by the pillar and the beam of the existing building;
Inserting and fixing a part of anchor muscles to each of the plurality of anchor holes;
And arranging the additional earthquake-resistant wall by placing concrete in the opening and placing concrete,
The remaining part of the anchor bar is fixed to the concrete of the additional earthquake resistant wall,
The anchor reinforcing bar has a reinforcing bar cross-sectional area of 60% or less of a reinforcing bar cross-sectional area of the additional earthquake resistant wall and a reinforcing bar diameter of 6 to 10 mm. Reinforcement method.

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