WO2011068292A1 - Apparatus and method for carrying cables for an underwater pipeline - Google Patents
Apparatus and method for carrying cables for an underwater pipeline Download PDFInfo
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- WO2011068292A1 WO2011068292A1 PCT/KR2010/003660 KR2010003660W WO2011068292A1 WO 2011068292 A1 WO2011068292 A1 WO 2011068292A1 KR 2010003660 W KR2010003660 W KR 2010003660W WO 2011068292 A1 WO2011068292 A1 WO 2011068292A1
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- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02G—INSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
- H02G1/00—Methods or apparatus specially adapted for installing, maintaining, repairing or dismantling electric cables or lines
- H02G1/06—Methods or apparatus specially adapted for installing, maintaining, repairing or dismantling electric cables or lines for laying cables, e.g. laying apparatus on vehicle
- H02G1/08—Methods or apparatus specially adapted for installing, maintaining, repairing or dismantling electric cables or lines for laying cables, e.g. laying apparatus on vehicle through tubing or conduit, e.g. rod or draw wire for pushing or pulling
- H02G1/081—Methods or apparatus specially adapted for installing, maintaining, repairing or dismantling electric cables or lines for laying cables, e.g. laying apparatus on vehicle through tubing or conduit, e.g. rod or draw wire for pushing or pulling using pulling means at cable ends, e.g. pulling eyes or anchors
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- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02G—INSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
- H02G1/00—Methods or apparatus specially adapted for installing, maintaining, repairing or dismantling electric cables or lines
- H02G1/06—Methods or apparatus specially adapted for installing, maintaining, repairing or dismantling electric cables or lines for laying cables, e.g. laying apparatus on vehicle
- H02G1/10—Methods or apparatus specially adapted for installing, maintaining, repairing or dismantling electric cables or lines for laying cables, e.g. laying apparatus on vehicle in or under water
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- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02G—INSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
- H02G9/00—Installations of electric cables or lines in or on the ground or water
- H02G9/02—Installations of electric cables or lines in or on the ground or water laid directly in or on the ground, river-bed or sea-bottom; Coverings therefor, e.g. tile
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- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02G—INSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
- H02G9/00—Installations of electric cables or lines in or on the ground or water
- H02G9/06—Installations of electric cables or lines in or on the ground or water in underground tubes or conduits; Tubes or conduits therefor
Definitions
- the present invention relates to a cable carry device and a method of a subsea pipeline, and more particularly, when the cable is buried in a submarine pipe connecting a land and an island or an island and an island having a relatively long excavation distance, the cable is pulled together as a power cable.
- the present invention relates to a cable carry device and method for subsea pipelines for stably embedding a cable which may cause damage.
- the buried method and sheet pile method are mainly applied to the laying method of the pipeline crossing the seabed. Such a method is performed by damaging the layers and the bottom of the seabed, thus destroying the ecosystem and causing serious environmental problems. In addition, there is a problem of encountering various civil affairs issues such as compensation for fishing rights for the region and the backlash of various environmental groups.
- Patent Registration No. 10-0836626 PGM method and the construction device therefor
- the directional indentation method is a non-adhesive excavation method that is recognized as excellent in reducing social cost and securing safety compared to other construction methods ( HDD method; Horizontal directional drilling method) further developed PMG method (PMG method; ProMole Grouting method ⁇ and patent application No. 10-2009-0071468 "Eco-Friendly Non-Embedded Subsea Pipeline Construction and System” for connecting land and islands or islands with relatively long excavation distances.
- PMG method ProMole Grouting method ⁇
- patent application No. 10-2009-0071468 "Eco-Friendly Non-Embedded Subsea Pipeline Construction and System” for connecting land and islands or islands with relatively long excavation distances.
- 1 to 3 are views for explaining the construction form of a general directional indentation method.
- the directional indentation method as shown in Figure 1, using the indentation equipment (1) while continuously connecting the hollow rod (4; Rod) while pressing the basement, but the end of the rod
- the small diameter drill head (5; bit) is connected and propulsed, while water and bentonite mixture is supplied and sprayed at high pressure through the hollow in the rod (4) at the starting point (2; starting port) of the work section.
- a pilot borehole (6) penetrates to the point of arrival (3).
- the present inventors have proposed the present invention with the purpose of solving the problems caused when the subsea pipelines are buried, and at the same time reducing the environmental preservation and environmental treatment costs, construction efficiency and economics.
- the present invention has been proposed to solve the problems of the prior art, by pulling like a power cable when laying the cable at the construction of the submarine pipe connecting the land and island or island and island with a relatively long excavation distance It is an object of the present invention to provide a new type of cable carry device and method for subsea pipelines to reliably bury a cable which may be damaged.
- the present invention is a technology proposed by the present inventors through a prior application ⁇ Registered Patent Publication No. 10-0836626 "PGM method and a construction device therefor” and Patent Application No. 10-2009-0071468 "Eco-friendly non-adhesion Advantages of subsea pipeline laying method and system " ⁇ It minimizes damage to the decayed layer and stream bottom when laying undersea pipeline, so that it can effectively prevent the occurrence of environmental problems by destroying the ecosystem. It is possible to minimize environmental pollution by bentonite sludge, and to minimize the amount of bentonite sludge treated as construction waste after embedding the subsea pipeline, so that the submarine pipeline can be embedded more eco-friendly than the prior art. To maintain and reliably lay cables that may be damaged by pulling, such as power cables It is an object of the present invention to provide a cable carry device and method for subsea pipelines.
- the present invention allows the start port (2) and the reach (3) to communicate through the excavation hole excavated to the seabed, and using the indentation equipment (1)
- a cable carry device in a subsea pipeline for embedding a cable (9) into a casing (8) embedded in an excavation hole comprising: a carrying eye (20) connected and pulled to the press-fitting equipment (1); A first carrying case (40) having a front end coupled to the carrying eye (20) and having a hollow (43) opened in a rear end direction such that the front end of the cable (9) is inserted therein; A second carrying case (60) having a front end connected to the first carrying case (40) and having a hollow (63) opened at the front end and the rear end so that the cable (9) is located inside; When the cable 9 is embedded, the front end of the cable 9 is supported by the first carrying case 40, and the second carrying case 60 is continuously coupled to draw the cable 9. To be done.
- the present invention is to install the indentation equipment (1) in the start hole (2) from the start hole (2) to the end hole (3) the excavation hole ( 6) is formed; Allowing an expansion drill hole (6 ') to be formed from the reaching hole (3) to the starting hole (2); Embedding the casing (8) from the reach opening (3) to the start opening (2) by pulling the indentation equipment (1); A cable carry step of embedding a cable (9) in the casing (8) from the reach opening (3) to the start opening (2) by pulling the indentation equipment (1); The cable carry step allows the cable 9 to be coupled to the cable carry device 10 connected to the press-fitting equipment 1 so that the cable 9 can be pulled.
- the pull force of the indentation equipment acts on the cable carry device by using a cable carry device that is configured separately from the cable, such as a power cable that can be damaged by the pull
- a cable carry device that is configured separately from the cable, such as a power cable that can be damaged by the pull
- the cable can be stably buried at the time of construction as a subsea pipe connecting the land and the island or the island and the island where the excavation distance is relatively long, and the effect of increasing the construction distance of the subsea pipe can be expected.
- the present invention is a technology proposed by the present inventors through a prior application ⁇ Registered Patent Publication No.
- 1 to 3 are views for explaining the construction form of a general directional indentation method
- FIG. 4 is a view for explaining a cable carry device of the subsea pipeline according to the technical idea of the present invention
- FIG. 5 is a flowchart for explaining a cable carry method of a subsea pipeline according to the technical idea of the present invention
- FIG. 6 is a cross-sectional view showing the main part of the cable carry device of the subsea pipeline according to a preferred embodiment of the present invention
- FIG. 7 is a perspective view for explaining a form of carrying a cable using a cable carry device of the subsea pipeline according to a preferred embodiment of the present invention.
- FIG. 8 is a view for explaining a cable carry method of the subsea pipeline according to a preferred embodiment of the present invention.
- FIGS. 6 to 8, and like reference numerals denote like elements for performing the same functions in FIGS. 1 to 8.
- detailed descriptions of the general directional indentation method and the technology easily applied by those skilled in the art will be omitted from the configuration and operation of the technology proposed by the present inventors through prior applications.
- the size ratio between elements is somewhat different in the drawings of the drawings, or the size between the parts that are coupled to each other is expressed differently, the representation differences in such drawings are easily understood by those skilled in the art. The descriptions are omitted since they are possible parts.
- Figure 6 is a cross-sectional view showing the main part of the cable carry device of the subsea pipeline according to a preferred embodiment of the present invention
- Figure 7 illustrates a form of carrying the cable using the cable carry device of the subsea pipeline according to a preferred embodiment of the present invention. It is a perspective view for doing so.
- the cable carry device 10 of the subsea pipeline basically has a carrying eye 20, a first carrying case 40, and a second carrying case 60.
- the start hole 2 and the reach hole 3 communicate with each other through an excavation hole excavated to the seabed, and a casing embedded in the excavation hole using the press-fitting equipment 1 ( 8) Let the cable (9) be embedded.
- the first carrying case 40 and the second carrying case 60 are cut lines parallel in the pulling direction ( 43, 63, which are cut into two bodies 42 and 62, which are divided into two parts, an upper side 42a and 62a and a lower side 42b and 62b. And to facilitate the disassembly.
- the dividing structure of the first carrying case 40 and the second carrying case 60 is most preferably divided into two, but it is possible to have a larger number of dividing structures as necessary.
- the carrying eye 20 is configured to be connected to the indentation equipment 1 to be pulled, in this embodiment the carrying eye 20 is formed with a screw portion 26 to be opened to the rear end, the eye bolt 24 at the front end Is combined.
- a carrying eye 20 may be configured by applying the technical idea of the present invention to a pulling eye or a swivel that are variously applied in this field.
- the first carrying case 40 has a hollow 43 whose tip is coupled to the carrying eye 20 and is opened in the rear end direction so that the tip of the cable 9 is inserted therein.
- the first carrying case 40 is formed such that the hollow 41 is opened at the front end and the rear end at the center of the body 42 divided by the cutting line 43, and the outer side of the front end of the body 42.
- a front threaded portion 44 is formed around the threaded portion 26 of the carrying eye 20, and a rear threaded portion 46 is formed to open to the rear end of the body 42.
- the second carrying case 60 is formed with a hollow 63 whose tip is connected to the first carrying case 40 and is opened to the front end and the rear end so that the cable 9 is located inside.
- the second carrying case 60 is a front threaded portion coupled to the rear threaded portion 46 of the first carrying case 40 at the outer circumference of the front end of the body 62 divided by the cutting line 63. 64 is formed, and the rear threaded portion 66 is formed to be opened to the rear end of the body 62, and the body 62 is formed to a predetermined length, as shown in FIG. 8, the first carrying case 40 To be coupled to the cable (9) while being continuously coupled in the rear direction.
- the screw parts 26, 44, 46, 64, and 66 formed to be coupled to each other in the carrying eye 20, the first carrying case 40, and the second carrying case 60 are male and female, as necessary. It will be under the spirit of the present invention in the form of differently arranged.
- the first carrying case 40 and the second carrying case 60 are separated from each other by the clamping portion 50 formed to correspond to the cutting line 43, 63 based on the 42a and 62a and lower sides 42b and 62b are respectively fixed.
- the clamping part 50 includes grooves 52a and 52b formed in the upper and lower sides 42a and 62a and the lower and lower sides 42b and 62b of the first and second carrying cases 40 and 60, respectively. It consists of a bolt 54 and a nut 56 coupled to the mounting groove 52 is made.
- a clamping portion 50 is to be able to selectively apply a variety of fastening structures used for fastening in this field.
- the first carrying case 40 and the second carrying case 60 of the cable carry device 10 of the subsea pipeline according to the present embodiment are connected to the upper side 42a and 62a and the lower side 42b and 62b, respectively.
- the bolt 54 is put through the hole (not shown) formed in the mounting groove 52 and fixed by the nut 56.
- FIG. 8 is a view for explaining a cable carry method of the subsea pipeline according to a preferred embodiment of the present invention.
- the cable carry method of a subsea pipeline includes a press-fitting device 1 installed at a start port 2 to reach a start port from a start port 2. (3), the tip drilling hole 6 (see FIG. 1) is formed, and then the expansion drilling hole 6 '(see FIG. 2) is formed from the arrival hole 3 to the start hole 2. Then, the casing 8 is buried from the arrival opening 3 to the starting opening 2 by pulling the indenting equipment 1, and then the starting opening (from the reaching opening 3) is pulled by the pulling opening 1.
- the cable carry device 10 to be connected is coupled to be characterized in that the pull of the cable (9) is made.
- the step of forming the end drilling hole 6 and the expansion drilling hole 6 ', and embedding the casing 8 is applied to the environment-friendly non-adhesive subsea pipeline laying method proposed by the inventors through the application Since it can be made by, detailed description thereof will be omitted.
- the method of combining the cable carry device 10 connected to the press-fitting equipment 1 with the cable 9 is, first, the power cable 9 to be embedded.
- the first carrying case 40 is coupled to the front end of the), and the carrying eye 20 is coupled to the front end of the first carrying case 40.
- the carrying eye 20 is connected to the end of the rod 4 pulled by the indentation apparatus 1.
- the rod 4 and the carrying eye 20 may be interposed between the pulling eye or the swivel 7 as necessary.
- the second carrying case 60 is coupled to the outer circumferential surface of the power cable 9 released from the cable winder 100, the first carrying case 60 is coupled, and subsequently the second carrying case 60 is coupled. Pull the cable (9).
- the present invention allows the pull force of the press-fitting equipment to act on the cable carry device, so that the damage of the cable can be prevented by minimizing the influence of the tensile stress due to the cable buried land and island with a relatively long excavation distance Or it is possible to reliably bury the cable when constructing the seabed pipe connecting the island and the island, and increase the construction distance of the seabed pipe.
- FIG. 4 is a view for explaining a cable carry device of the subsea pipeline according to the technical idea of the present invention.
- the cable carry device 10 of the subsea pipeline is to the pull force of the indentation equipment when the cable 9, such as a power cable that can be damaged due to the pull buried in the subsea pipeline Dispersion of tensile stress caused by the cable minimizes the effect of tensile stress on the cable to prevent damage to the cable. Therefore, the construction of the submarine pipe connecting the land and the island or the island and the island where the excavation distance is relatively long Characterized in that the cable is buried stably.
- the cable carry device 10 of the subsea pipeline according to the present invention includes a carrying eye 20, a first carrying case 40, and a second carrying case 60, as shown in FIG. 8, as shown in FIG. 8. (2) and the reach (3) is to communicate through the excavation hole excavated to the seabed, and the cable (9) is embedded into the casing (8) embedded in the excavation hole using the press-fit equipment (1).
- the first carrying case 40 has a hollow 43 which is open at the rear end thereof so that the front end is coupled to the carrying eye 20 and the front end of the cable 9 is inserted therein.
- the second carrying case 60 is formed with a hollow 63 whose tip is connected to the first carrying case 40 and is opened to the front end and the rear end so that the cable 9 is located inside.
- the cable carry device 10 of the subsea pipeline according to the present invention having such a configuration allows the front end of the cable 9 to be supported by the first carrying case 40 when the cable 9 is embedded, and the second carrying case ( 60) is continuously coupled to pull the cable (9).
- the cable carry device 10 of the subsea pipeline according to the present invention is provided for imparting a function of dispersing tensile stress, unlike the function of a cover that simply protects the outside of the cable 9. That is, the cable carry device 10 of the subsea pipeline according to the present invention prevents the pulling force applied from the press-fitting equipment 1 from being directly acted on the cable 9, so that tensile stress is generated in the cable 9. Try to minimize it. Therefore, although the longest buried distance of the cable that causes damage when the current cable is pulled, such as only 700m, when the cable carry device 10 of the subsea pipeline according to the present invention is expected to be possible to about 5km.
- FIG. 5 is a flowchart illustrating a cable carry method of a subsea pipeline according to the technical idea of the present invention.
- the cable carry method of the subsea pipeline according to the present invention allows the cable 9 to be coupled to the cable carry device 10 connected to the press-fitting equipment 1 after the casing is buried. It is characterized in that to proceed to the buried process of the cable (9) to be made.
- the cable carry method of the subsea pipeline according to the present invention like the PGM method and the environment-friendly non-attached subsea pipeline laying method proposed by the present inventors, field investigation and design step, starting and reaching port forming step, After proceeding to the end drilling hole forming step, expansion step and the casing pooling step, the cable carry step using the cable carry device 10 of the subsea pipeline according to the present invention.
- the pull force of the indentation equipment acts on the cable carry device by using a cable carry device that is configured separately from the cable, such as a power cable that can be damaged by the pull
- a cable carry device that is configured separately from the cable, such as a power cable that can be damaged by the pull
- the cable can be stably buried at the time of construction as a subsea pipe connecting the land and the island or the island and the island where the excavation distance is relatively long, and the effect of increasing the construction distance of the subsea pipe can be expected.
- the present invention is a technology proposed by the present inventors through a prior application ⁇ Registered Patent Publication No.
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Abstract
The present invention relates to an apparatus for carrying cables for an underwater pipeline, for safely laying a cable prone to suffering damage when pulled, such as an electric power cable, when laying cable during the construction of an underwater pipeline having a comparatively long boring distance, said pipeline connecting a mainland region to an island or an island to another island. According to the method of the present invention for carrying cables for an underwater pipeline, in a cable-carrying procedure of laying a cable (9) in a casing (8) using force-feeding equipment (1) to pull the cable (9) from an end hole (3) to a starting hole (2), the cable (9) is coupled to a cable-carrying apparatus (10) to be connected to the force-feeding equipment (1) to enable the pulling of the cable (9). Accordingly, the cable can be safely laid during the construction of an underwater pipeline having a comparatively long boring distance, said pipeline connecting a mainland region to an island or an island to another island, and the construction distance of an underwater pipeline can be extended.
Description
본 발명은 해저관로의 케이블 캐리 장치 및 방법에 관한 것으로, 좀 더 구체적으로는 굴착 거리가 비교적 장거리인 육지와 섬 또는 섬과 섬을 연결하는 해저관로 시공시 케이블을 매설할 때 전력 케이블과 같이 당김으로 인해 손상이 발생될 수 있는 케이블을 안정적으로 매설할 수 있도록 하기 위한 해저관로의 케이블 캐리 장치 및 방법에 관한 것이다.The present invention relates to a cable carry device and a method of a subsea pipeline, and more particularly, when the cable is buried in a submarine pipe connecting a land and an island or an island and an island having a relatively long excavation distance, the cable is pulled together as a power cable. The present invention relates to a cable carry device and method for subsea pipelines for stably embedding a cable which may cause damage.
일반적으로, 해저를 횡단하는 관로의 매설공법에는 개착식 공법, 시트파일 공법이 주로 적용되고 있고 있는데, 이와 같은 공법은 뻘층 및 해저바닥을 훼손하여 이루어지므로, 생태계를 파괴하여 심각한 환경문제를 유발시키게 되고, 해당 지역에 대한 어업권 보상, 각종 환경단체들의 반발 등 여러 가지 민원문제에 봉착하게 되는 문제점이 있다. In general, the buried method and sheet pile method are mainly applied to the laying method of the pipeline crossing the seabed. Such a method is performed by damaging the layers and the bottom of the seabed, thus destroying the ecosystem and causing serious environmental problems. In addition, there is a problem of encountering various civil affairs issues such as compensation for fishing rights for the region and the backlash of various environmental groups.
이에 본 발명자는 등록특허공보 등록번호 제10-0836626호 "피엠지공법 및 그를 위한 시공장치"을 통해 타 공법에 비해 사회적 비용절감, 안전성 확보에 우수한 것으로 인식되고 있는 비개착식 굴착공법인 지향성압입공법(H.D.D공법; Horizontal Directional Drilling method)을 더욱 발전시킨 피엠지공법{P.M.G공법; ProMole Grouting method}을 제안한 바 있고, 특허출원 출원번호 제10-2009-0071468호 "친환경적인 비개착 해저관로 매설공법 및 시스템"을 통해 굴착 거리가 비교적 장거리인 육지와 섬 또는 섬과 섬을 연결하는 해저관로 시공시 벤토나이트 오니를 효과적으로 재활용할 수 있도록 하는 기술을 제안한 바 있다. Therefore, the inventor of the Patent Registration No. 10-0836626 "PGM method and the construction device therefor" through the directional indentation method is a non-adhesive excavation method that is recognized as excellent in reducing social cost and securing safety compared to other construction methods ( HDD method; Horizontal directional drilling method) further developed PMG method (PMG method; ProMole Grouting method} and patent application No. 10-2009-0071468 "Eco-Friendly Non-Embedded Subsea Pipeline Construction and System" for connecting land and islands or islands with relatively long excavation distances. We have proposed a technology to effectively recycle bentonite sludge when constructing a subsea pipeline.
도 1 내지 도 3은 일반적인 지향성압입공법의 시공형태를 설명하기 위한 도면들이다. 1 to 3 are views for explaining the construction form of a general directional indentation method.
도 1 내지 도 3을 참조하면, 지향성압입공법은, 도 1에서 보는 바와 같이, 압입장비(1)를 이용하여 중공의 로드(4; Rod)를 연속적으로 연결해가면서 지하로 압입하되, 선단 로드의 앞쪽에는 소구경의 드릴헤드(5; bit)을 연결하여 추진시킴과 동시에 로드(4)내의 중공을 통하여 물과 벤토나이트 혼합액을 고압으로 공급·분사하면서 작업구간의 시작지점(2; 시작구)에서 도달지점(3; 도달구)까지 관통하는 선단 굴착공(6; Pilot borehole)을 형성한다. 그리고, 도 2에서 보는 바와 같이, 선단 굴착공(6)을 형성 후, 선단 로드(4)에 연결된 드릴헤드를 직경이 점점 커지는 확공기(5')로 교체해가면서 도달구(3)로부터 시작구(2)의 방향으로 당겨서 확장 굴착공(6')이 원하는 구경에 도달될 때까지 벤토나이트 혼합액(물, 벤토나이트, 첨가제 등의 혼합액)을 공급·분사하면서 원하는 구경의 굴착공을 형성시킨다. 그리고, 이와 같은 굴착공의 형성이 완료되면, 도 3에서 보는 바와 같이, 최종 확공기(5')의 당김시 그 뒷 부분에 풀링 아이(7)를 개재시켜 케이싱(8)을 당김시켜 케이싱(8)을 설치하고, 그 내부로 전력 케이블, 상하수도관 등의 매설 목적관을 설치하게 된다. Referring to Figures 1 to 3, the directional indentation method, as shown in Figure 1, using the indentation equipment (1) while continuously connecting the hollow rod (4; Rod) while pressing the basement, but the end of the rod At the front, the small diameter drill head (5; bit) is connected and propulsed, while water and bentonite mixture is supplied and sprayed at high pressure through the hollow in the rod (4) at the starting point (2; starting port) of the work section. A pilot borehole (6) penetrates to the point of arrival (3). Then, as shown in Figure 2, after forming the tip drilling hole (6), the starting hole from the arrival hole (3) while replacing the drill head connected to the tip rod (4) with a larger diameter of the expansion air (5 ') By pulling in the direction of (2), the bentonite mixed liquid (mixed liquid such as water, bentonite, and additives) is supplied and sprayed to form an excavated hole having a desired diameter until the expanded drilling hole 6 'reaches a desired aperture. When the formation of the excavation hole is completed, as shown in FIG. 3, when pulling the final expander 5 ′, the casing 8 is pulled through the pulling eye 7 through the pulling eye 7 at the rear portion thereof. 8) will be installed, and the purpose of embedding purpose pipes such as power cables, water and sewage pipes.
그러나, 이와 같은 지향성압입공법은 매설 목적관 특히, 전선 케이블의 매설시 개선할 필요성을 갖고 있다. 즉, 본 발명자는 선출원을 통해 육지와 섬 또는 섬과 섬 사이와 같이 비교적 장거리에 효과적으로 지향성압입공법을 적용할 수 있는 기술을 제안하였지만, 현재까지 전력 케이블과 같이 케이싱내로 매설할 때 당김력에 의해 손상이 발생될 수 있는 케이블의 설치가 필요한 경우에는 시공거리에 제한(현재까지 700m 정도)이 따르고 있는 것이다. However, such a directional press-fit method has a need for improvement in the purpose of embedding the buried pipe, especially the wire cable. That is, the present inventors have proposed a technique that can effectively apply the directional intrusion method over a relatively long distance, such as land and island or between islands and islands through a prior application, but until now buried in the casing like a power cable by the pulling force If it is necessary to install a cable that can cause damage, the construction distance is limited (to date, about 700m).
따라서, 본 발명자는 이와 같은 해저관로의 매설시 발생되는 문제점을 해결함과 동시에 환경보존과 환경처리비용의 절감, 시공의 효율성 및 경제성 증대에 목적을 두고 본 발명을 제안하게 되었다.Therefore, the present inventors have proposed the present invention with the purpose of solving the problems caused when the subsea pipelines are buried, and at the same time reducing the environmental preservation and environmental treatment costs, construction efficiency and economics.
따라서, 본 발명은 이와 같은 종래기술의 문제점을 해결하기 위해 제안된 것으로, 굴착 거리가 비교적 장거리인 육지와 섬 또는 섬과 섬을 연결하는 해저관로 시공시 케이블을 매설할 때 전력 케이블과 같이 당김으로 인해 손상이 발생될 수 있는 케이블을 안정적으로 매설할 수 있도록 하기 위한 새로운 형태의 해저관로의 케이블 캐리 장치 및 방법을 제공하는 것을 목적으로 한다. Accordingly, the present invention has been proposed to solve the problems of the prior art, by pulling like a power cable when laying the cable at the construction of the submarine pipe connecting the land and island or island and island with a relatively long excavation distance It is an object of the present invention to provide a new type of cable carry device and method for subsea pipelines to reliably bury a cable which may be damaged.
또한, 본 발명은 본 발명자가 선출원을 통해 제안한 기술{등록특허공보 등록번호 제10-0836626호 "피엠지공법 및 그를 위한 시공장치" 및 특허출원 출원번호 제10-2009-0071468호 "친환경적인 비개착 해저관로 매설공법 및 시스템"}의 장점{해저관로의 매설시 뻘층 및 하천바닥을 훼손을 최소화시키므로써 생태계를 파괴에 의한 환경문제의 유발을 효과적으로 방지할 수 있도록 하고, 굴착공의 형성시 사용되는 벤토나이트 오니에 의한 환경오염을 최소화시키며, 해저관로의 매설 후 건설폐기물로 처리되는 벤토나이트 오니의 양을 최소화시킬 수 있도록 하여, 종래기술에 비해 보다 친환경적으로 해저관로를 매설할 수 있도록 하는 것}을 그대로 유지하면서 전력 케이블과 같이 당김으로 인해 손상이 발생될 수 있는 케이블을 안정적으로 매설할 수 있도록 하기 위한 새로운 형태의 해저관로의 케이블 캐리 장치 및 방법을 제공하는 것을 목적으로 한다. In addition, the present invention is a technology proposed by the present inventors through a prior application {Registered Patent Publication No. 10-0836626 "PGM method and a construction device therefor" and Patent Application No. 10-2009-0071468 "Eco-friendly non-adhesion Advantages of subsea pipeline laying method and system "} It minimizes damage to the decayed layer and stream bottom when laying undersea pipeline, so that it can effectively prevent the occurrence of environmental problems by destroying the ecosystem. It is possible to minimize environmental pollution by bentonite sludge, and to minimize the amount of bentonite sludge treated as construction waste after embedding the subsea pipeline, so that the submarine pipeline can be embedded more eco-friendly than the prior art. To maintain and reliably lay cables that may be damaged by pulling, such as power cables It is an object of the present invention to provide a cable carry device and method for subsea pipelines.
상술한 목적을 달성하기 위한 본 발명의 특징에 의하면, 본 발명은 시작구(2)와 도달구(3)가 해저지하로 굴착되는 굴착공을 통해 연통되도록 하고, 압입장비(1)를 사용해 상기 굴착공에 매설되는 케이싱(8)내로 케이블(9)을 매설하기 위한 해저관로의 케이블 캐리 장치에 있어서, 상기 압입장비(1)에 접속되어 당김되는 캐링 아이(20)와; 선단이 상기 캐링 아이(20)에 결합되고, 내측에 상기 케이블(9)의 선단이 삽입되도록 후단 방향으로 개구되는 중공(43)이 형성되는 제 1 캐링 케이스(40) 및; 선단이 상기 제 1 캐링 케이스(40)에 접속되고, 내측에 상기 케이블(9)이 위치되도록 선단과 후단으로 개구되는 중공(63)이 형성되는 제 2 캐링 케이스(60)를 포함하여; 상기 케이블(9)의 매설시 상기 케이블(9)의 선단이 상기 제 1 캐링 케이스(40)에 지지되도록 하고, 상기 제 2 캐링 케이스(60)를 연속적으로 결합시켜 상기 케이블(9)의 당김이 이루어지도록 한다. According to a feature of the present invention for achieving the above object, the present invention allows the start port (2) and the reach (3) to communicate through the excavation hole excavated to the seabed, and using the indentation equipment (1) A cable carry device in a subsea pipeline for embedding a cable (9) into a casing (8) embedded in an excavation hole, comprising: a carrying eye (20) connected and pulled to the press-fitting equipment (1); A first carrying case (40) having a front end coupled to the carrying eye (20) and having a hollow (43) opened in a rear end direction such that the front end of the cable (9) is inserted therein; A second carrying case (60) having a front end connected to the first carrying case (40) and having a hollow (63) opened at the front end and the rear end so that the cable (9) is located inside; When the cable 9 is embedded, the front end of the cable 9 is supported by the first carrying case 40, and the second carrying case 60 is continuously coupled to draw the cable 9. To be done.
상술한 목적을 달성하기 위한 본 발명의 다른 특징에 의하면, 본 발명은 상기 시작구(2)에 압입장비(1)를 설치하여 상기 시작구(2)로부터 도달구(3)로 선단 굴착공(6)이 형성되도록 하는 단계와; 상기 도달구(3)로부터 상기 시작구(2)로 확장 굴착공(6')이 형성되도록 하는 단계와; 상기 압입장비(1)의 당김에 의해 상기 도달구(3)로부터 상기 시작구(2)로 케이싱(8)을 매설시키는 단계 및; 상기 압입장비(1)의 당김에 의해 상기 도달구(3)로부터 상기 시작구(2)로 케이블(9)을 상기 케이싱(8)내에 매설시키는 케이블 캐리 단계를 포함하되; 상기 케이블 캐리 단계는 상기 케이블(9)이 상기 압입장비(1)에 접속되는 케이블 캐리 장치(10)를 결합되도록 하여 상기 케이블(9)의 당김이 이루어지도록 한다.According to another feature of the present invention for achieving the above object, the present invention is to install the indentation equipment (1) in the start hole (2) from the start hole (2) to the end hole (3) the excavation hole ( 6) is formed; Allowing an expansion drill hole (6 ') to be formed from the reaching hole (3) to the starting hole (2); Embedding the casing (8) from the reach opening (3) to the start opening (2) by pulling the indentation equipment (1); A cable carry step of embedding a cable (9) in the casing (8) from the reach opening (3) to the start opening (2) by pulling the indentation equipment (1); The cable carry step allows the cable 9 to be coupled to the cable carry device 10 connected to the press-fitting equipment 1 so that the cable 9 can be pulled.
본 발명에 의한 해저관로의 케이블 캐리 장치 및 방법에 따르면, 당김으로 인해 손상이 발생될 수 있는 전력 케이블과 같은 케이블을 별도로 구성되는 케이블 캐리 장치를 사용하여 압입 장비의 당김력이 케이블 캐리 장치에 작용되도록 하므로, 인장 응력이 케이블이 미치는 영향을 최소화시켜 매설시 발생되는 케이블의 손상을 방지할 수 있다. 따라서, 굴착 거리가 비교적 장거리인 육지와 섬 또는 섬과 섬을 연결하는 해저관로 시공시 케이블을 안정적으로 매설시킬 수 있어, 해저관로의 시공거리를 증가시킬 수 있는 효과를 기대할 수 있다. 또한, 본 발명은 본 발명자가 선출원을 통해 제안한 기술{등록특허공보 등록번호 제10-0836626호 "피엠지공법 및 그를 위한 시공장치" 및 특허출원 출원번호 제10-2009-0071468호 "친환경적인 비개착 해저관로 매설공법 및 시스템"}과 용이하게 결합시킬 수 있으므로, 해저관로의 매설시 뻘층 및 하천바닥을 훼손을 최소화시키므로써 생태계를 파괴에 의한 환경문제의 유발을 효과적으로 방지할 수 있도록 하고, 굴착공의 형성시 사용되는 벤토나이트 오니에 의한 환경오염을 최소화시키며, 해저관로의 매설 후 건설폐기물로 처리되는 벤토나이트 오니의 양을 최소화시킬 수 있도록 하여, 종래기술에 비해 보다 친환경적으로 해저관로를 매설할 수 있도록 할 수 있는 것이다.According to the cable carry device and method of the subsea pipeline according to the present invention, the pull force of the indentation equipment acts on the cable carry device by using a cable carry device that is configured separately from the cable, such as a power cable that can be damaged by the pull As a result, it is possible to minimize the effect of the tensile stress on the cable to prevent damage to the cable generated when buried. Therefore, the cable can be stably buried at the time of construction as a subsea pipe connecting the land and the island or the island and the island where the excavation distance is relatively long, and the effect of increasing the construction distance of the subsea pipe can be expected. In addition, the present invention is a technology proposed by the present inventors through a prior application {Registered Patent Publication No. 10-0836626 "PGM method and a construction device therefor" and Patent Application No. 10-2009-0071468 "Eco-friendly non-adhesion It can be easily combined with submarine pipelines and systems "}, thereby minimizing damage to the layers and river floors when buried undersea pipelines, effectively preventing the occurrence of environmental problems by destroying ecosystems, Minimize the environmental pollution by bentonite sludge used in the formation of, and to minimize the amount of bentonite sludge treated as construction waste after laying the subsea pipeline, so that the submarine pipeline can be embedded more environmentally friendly than the prior art You can do it.
도 1 내지 도 3은 일반적인 지향성압입공법의 시공형태를 설명하기 위한 도면들;1 to 3 are views for explaining the construction form of a general directional indentation method;
도 4는 본 발명의 기술 사상에 따른 해저관로의 케이블 캐리 장치를 설명하기 위한 도면;4 is a view for explaining a cable carry device of the subsea pipeline according to the technical idea of the present invention;
도 5는 본 발명의 기술 사상에 따른 해저관로의 케이블 캐리 방법을 설명하기 위한 플로우챠트;5 is a flowchart for explaining a cable carry method of a subsea pipeline according to the technical idea of the present invention;
도 6은 본 발명의 바람직한 실시예에 따른 해저관로의 케이블 캐리 장치의 주요부를 보여주는 단면도;6 is a cross-sectional view showing the main part of the cable carry device of the subsea pipeline according to a preferred embodiment of the present invention;
도 7은 본 발명의 바람직한 실시예에 따른 해저관로의 케이블 캐리 장치를 사용해 케이블을 캐리하는 형태를 설명하기 위한 사시도;7 is a perspective view for explaining a form of carrying a cable using a cable carry device of the subsea pipeline according to a preferred embodiment of the present invention;
도 8은 본 발명의 바람직한 실시예에 따른 해저관로의 케이블 캐리 방법을 설명하기 위한 도면이다. 8 is a view for explaining a cable carry method of the subsea pipeline according to a preferred embodiment of the present invention.
이하, 본 발명의 바람직한 실시예를 첨부된 도면 도 6 내지 도 8에 의거하여 상세히 설명하며, 도 1 내지 도 8에 있어서 동일한 기능을 수행하는 구성 요소에 대해서는 동일한 참조 번호를 병기한다. 한편, 각 도면에서 일반적인 지향성압입공법 및 본 발명자가 선출원을 통해 제안한 기술의 구성 및 작용으로부터 이 분야의 종사자들이 용이하게 적용하는 기술에 대한 상세한 설명은 생략한다. 그리고, 도면의 도시에 있어서 요소들 사이의 크기 비가 다소 상이하게 표현되거나 서로 결합되는 부품들 사이의 크기가 상이하게 표현된 부분도 있으나, 이와 같은 도면의 표현 차이는 이 분야의 종사자들이 용이하게 이해할 수 있는 부분들이므로 별도의 설명을 생략한다. Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings, FIGS. 6 to 8, and like reference numerals denote like elements for performing the same functions in FIGS. 1 to 8. Meanwhile, in the drawings, detailed descriptions of the general directional indentation method and the technology easily applied by those skilled in the art will be omitted from the configuration and operation of the technology proposed by the present inventors through prior applications. In addition, although the size ratio between elements is somewhat different in the drawings of the drawings, or the size between the parts that are coupled to each other is expressed differently, the representation differences in such drawings are easily understood by those skilled in the art. The descriptions are omitted since they are possible parts.
도 6은 본 발명의 바람직한 실시예에 따른 해저관로의 케이블 캐리 장치의 주요부를 보여주는 단면도이고, 도 7은 본 발명의 바람직한 실시예에 따른 해저관로의 케이블 캐리 장치를 사용해 케이블을 캐리하는 형태를 설명하기 위한 사시도이다. Figure 6 is a cross-sectional view showing the main part of the cable carry device of the subsea pipeline according to a preferred embodiment of the present invention, Figure 7 illustrates a form of carrying the cable using the cable carry device of the subsea pipeline according to a preferred embodiment of the present invention. It is a perspective view for doing so.
도 6 및 도 7을 참조하면, 본 발명의 바람직한 실시예에 따른 해저관로의 케이블 캐리 장치(10)는 기본적으로 캐링 아이(20), 제 1 캐링 케이스(40) 및 제 2 캐링 케이스(60)를 구비하여, 도 8에서 보는 바와 같이, 시작구(2)와 도달구(3)가 해저지하로 굴착되는 굴착공을 통해 연통되도록 하고, 압입장비(1)를 사용해 굴착공에 매설되는 케이싱(8)내로 케이블(9)을 매설하도록 한다. 6 and 7, the cable carry device 10 of the subsea pipeline according to the preferred embodiment of the present invention basically has a carrying eye 20, a first carrying case 40, and a second carrying case 60. 8, the start hole 2 and the reach hole 3 communicate with each other through an excavation hole excavated to the seabed, and a casing embedded in the excavation hole using the press-fitting equipment 1 ( 8) Let the cable (9) be embedded.
좀 더 구체적으로 보면, 본 발명의 바람직한 실시예에 따른 해저관로의 케이블 캐리 장치(10)에서 제 1 캐링 케이스(40)와 제 2 캐링 케이스(60)는 당김 방향으로 평행하게 절개되는 절개라인(43, 63)에 의해 절개되어 상측(42a, 62a)과 하측(42b, 62b)의 2개로 분할되는 몸체(42, 62)로 이루어지므로써, 케이블(9)의 측방에서 결합분리되도록 하므로써, 조립 및 분해의 편의를 높이도록 한다. 물론, 이와 같은 제 1 캐링 케이스(40)와 제 2 캐링 케이스(60)의 분할구조는 2개로 분할시키는 것이 가장 바람직하지만, 필요에 따라서는 더욱 많은 수의 분할구조를 갖도록 할 수 있는 것이다. More specifically, in the cable carry device 10 of the subsea pipeline according to the preferred embodiment of the present invention, the first carrying case 40 and the second carrying case 60 are cut lines parallel in the pulling direction ( 43, 63, which are cut into two bodies 42 and 62, which are divided into two parts, an upper side 42a and 62a and a lower side 42b and 62b. And to facilitate the disassembly. Of course, the dividing structure of the first carrying case 40 and the second carrying case 60 is most preferably divided into two, but it is possible to have a larger number of dividing structures as necessary.
이때, 캐링 아이(20)는 압입장비(1)에 접속되어 당김되도록 구성되는데, 본 실시예에서 캐링 아이(20)는 후단으로 개구되도록 나사부(26)가 형성되고, 선단에 아이 볼트(24)가 결합된다. 물론, 이와 같은 캐링 아이(20)는 이 분야에서 다양하게 적용되고 있는 풀링 아이(Pulling eye) 또는 스위블(swivel) 등에 본 발명의 기술 사상을 적용하여 구성할 수 있는 것이다. At this time, the carrying eye 20 is configured to be connected to the indentation equipment 1 to be pulled, in this embodiment the carrying eye 20 is formed with a screw portion 26 to be opened to the rear end, the eye bolt 24 at the front end Is combined. Of course, such a carrying eye 20 may be configured by applying the technical idea of the present invention to a pulling eye or a swivel that are variously applied in this field.
또한, 제 1 캐링 케이스(40)는 선단이 캐링 아이(20)에 결합되고, 내측에 케이블(9)의 선단이 삽입되도록 후단 방향으로 개구되는 중공(43)이 형성된다. 본 실시예에서 제 1 캐링 케이스(40)는 절개라인(43)에 의해 분할되는 몸체(42)의 중심에 중공(41)이 선단과 후단으로 개구되도록 형성되고, 몸체(42)의 선단의 외측 둘레에 캐링 아이(20)의 나사부(26)에 결합되는 앞측 나사부(44)가 형성되며, 몸체(42)의 후단으로 개구되도록 후측 나사부(46)가 형성된다. In addition, the first carrying case 40 has a hollow 43 whose tip is coupled to the carrying eye 20 and is opened in the rear end direction so that the tip of the cable 9 is inserted therein. In the present embodiment, the first carrying case 40 is formed such that the hollow 41 is opened at the front end and the rear end at the center of the body 42 divided by the cutting line 43, and the outer side of the front end of the body 42. A front threaded portion 44 is formed around the threaded portion 26 of the carrying eye 20, and a rear threaded portion 46 is formed to open to the rear end of the body 42.
그리고, 제 2 캐링 케이스(60)는 선단이 제 1 캐링 케이스(40)에 접속되고, 내측에 케이블(9)이 위치되도록 선단과 후단으로 개구되는 중공(63)이 형성된다. 본 실시예에서 제 2 캐링 케이스(60)는 절개라인(63)에 의해 분할되는 몸체(62)의 선단의 외측 둘레에 제 1 캐링 케이스(40)의 후측 나사부(46)에 결합되는 앞측 나사부(64)가 형성되고, 몸체(62)의 후단으로 개구되도록 후측 나사부(66)가 형성되며, 몸체(62)가 정해진 길이로 형성되도록 하여, 도 8에서 보는 바와 같이, 제 1 캐링 케이스(40)의 뒷 방향으로 연속적으로 결합되면서 케이블(9)에 결합되도록 한다. In addition, the second carrying case 60 is formed with a hollow 63 whose tip is connected to the first carrying case 40 and is opened to the front end and the rear end so that the cable 9 is located inside. In the present embodiment, the second carrying case 60 is a front threaded portion coupled to the rear threaded portion 46 of the first carrying case 40 at the outer circumference of the front end of the body 62 divided by the cutting line 63. 64 is formed, and the rear threaded portion 66 is formed to be opened to the rear end of the body 62, and the body 62 is formed to a predetermined length, as shown in FIG. 8, the first carrying case 40 To be coupled to the cable (9) while being continuously coupled in the rear direction.
이때, 캐링 아이(20), 제 1 캐링 케이스(40) 및 제 2 캐링 케이스(60)에 서로의 결합을 위해 형성되는 나사부(26, 44, 46, 64, 66)는 필요에 따라 암수의 형태를 서로 다르게 배치시키는 형태로 본 발명의 기술 사상 아래 있다 할 것이다. In this case, the screw parts 26, 44, 46, 64, and 66 formed to be coupled to each other in the carrying eye 20, the first carrying case 40, and the second carrying case 60 are male and female, as necessary. It will be under the spirit of the present invention in the form of differently arranged.
한편, 본 발명의 바람직한 실시예에서 제 1 캐링 케이스(40)와 제 2 캐링 케이스(60)는 절개 라인(43, 63)을 기준으로 대응되도록 형성되는 클램핑부(50)에 의해 서로 분할되는 상측(42a, 62a)과 하측(42b, 62b)이 각각 고정되도록 한다. 본 실시예에서 클램핑부(50)는 제 1 캐링 케이스(40)와 제 2 캐링 케이스(60)의 각 상측(42a, 62a)과 하측(42b, 62b)에 형성되는 홈(52a, 52b)으로 이루어지는 재치홈(52)에서 결합되는 볼트(54)와 너트(56)로 이루어진다. 물론, 이와 같은 클램핑부(50)는 이 분야에서 체결을 위해 사용되는 다양한 체결구조를 선택적으로 적용할 수 있는 것이다. 본 실시예에 따른 해저관로의 케이블 캐리 장치(10)의 제 1 캐링 케이스(40)와 제 2 캐링 케이스(60)는 서로 분할되는 상측(42a, 62a)과 하측(42b, 62b)을 케이블(9)의 측방에서 케이블(9)에 맞댄 후, 재치홈(52)에 형성되는 홀(도시 않음)을 통해 볼트(54)를 넣어 너트(56)로 고정시키므로써, 이루어진다. On the other hand, in the preferred embodiment of the present invention, the first carrying case 40 and the second carrying case 60 are separated from each other by the clamping portion 50 formed to correspond to the cutting line 43, 63 based on the 42a and 62a and lower sides 42b and 62b are respectively fixed. In the present exemplary embodiment, the clamping part 50 includes grooves 52a and 52b formed in the upper and lower sides 42a and 62a and the lower and lower sides 42b and 62b of the first and second carrying cases 40 and 60, respectively. It consists of a bolt 54 and a nut 56 coupled to the mounting groove 52 is made. Of course, such a clamping portion 50 is to be able to selectively apply a variety of fastening structures used for fastening in this field. The first carrying case 40 and the second carrying case 60 of the cable carry device 10 of the subsea pipeline according to the present embodiment are connected to the upper side 42a and 62a and the lower side 42b and 62b, respectively. After abutting the cable 9 on the side of 9), the bolt 54 is put through the hole (not shown) formed in the mounting groove 52 and fixed by the nut 56.
도 8은 본 발명의 바람직한 실시예에 따른 해저관로의 케이블 캐리 방법을 설명하기 위한 도면이다. 8 is a view for explaining a cable carry method of the subsea pipeline according to a preferred embodiment of the present invention.
도 5를 인지한 상태에서 도 8을 참조하면, 본 발명의 바람직한 실시예에 따른 해저관로의 케이블 캐리 방법은 시작구(2)에 압입장비(1)를 설치하여 시작구(2)로부터 도달구(3)로 선단 굴착공(6, 도 1 참조)이 형성되도록 한 후, 도달구(3)로부터 시작구(2)로 확장 굴착공(6', 도 2 참조)이 형성되도록 한다. 그리고, 압입장비(1)의 당김에 의해 도달구(3)로부터 시작구(2)로 케이싱(8)을 매설시킨 후, 압입장비(1)의 당김에 의해 도달구(3)로부터 시작구(2)로 케이블(9)을 케이싱(8)내에 매설시키는 케이블 캐리 단계를 진행하게 되는데, 본 실시예에 따른 해저관로의 케이블 캐리 방법은 케이블 캐리 단계에서 케이블(9)이 압입장비(1)에 접속되는 케이블 캐리 장치(10)를 결합되도록 하여 케이블(9)의 당김이 이루어지도록 하는 것을 특징으로 한다. Referring to FIG. 8 in a state of recognizing FIG. 5, the cable carry method of a subsea pipeline according to a preferred embodiment of the present invention includes a press-fitting device 1 installed at a start port 2 to reach a start port from a start port 2. (3), the tip drilling hole 6 (see FIG. 1) is formed, and then the expansion drilling hole 6 '(see FIG. 2) is formed from the arrival hole 3 to the start hole 2. Then, the casing 8 is buried from the arrival opening 3 to the starting opening 2 by pulling the indenting equipment 1, and then the starting opening (from the reaching opening 3) is pulled by the pulling opening 1. 2) the cable carry step of embedding the cable (9) in the casing (8) proceeds, the cable carry method of the subsea pipeline according to the present embodiment, the cable (9) in the cable carry step in the press-fitting equipment (1) The cable carry device 10 to be connected is coupled to be characterized in that the pull of the cable (9) is made.
이때, 본 실시예에서 선단 굴착공(6)과 확장 굴착공(6')을 형성하고, 케이싱(8)을 매설하는 단계는 본 발명자가 선출원을 통해 제안한 친환경적인 비개착 해저관로 매설공법을 적용하여 이루어질 수 있는 것이므로, 이에 대한 상세한 설명은 생략한다. At this time, in the present embodiment, the step of forming the end drilling hole 6 and the expansion drilling hole 6 ', and embedding the casing 8 is applied to the environment-friendly non-adhesive subsea pipeline laying method proposed by the inventors through the application Since it can be made by, detailed description thereof will be omitted.
한편, 본 실시예에 따른 해저관로의 케이블 캐리 방법의 케이블 캐리 단계에서 케이블(9)이 압입장비(1)에 접속되는 케이블 캐리 장치(10)를 결합시키는 방법은 먼저, 매설시킬 전력 케이블(9)의 선단에 제 1 캐링 케이스(40)를 결합시키고, 제 1 캐링 케이스(40)의 선단에 캐링 아이(20)를 결합시키게 된다. 그리고, 도 8에서 보는 바와 같이, 압입장비(1)에 의해 당김되는 로드(4)의 끝단에 캐링 아이(20)를 접속시키게 된다. 이때, 필요에 따라 로드(4)와 캐링 아이(20) 사이에 풀링 아이 또는 스위블(7)을 개재시켜 사용할 수 있을 것이다. 그리고, 케이블 권취기(100)에서 풀리는 전력 케이블(9)의 외주면에 제 2 캐링 케이스(60)를 결합시키면서 제 1 캐링 케이스(60)에 결합시키고, 연이어 제 2 캐링 케이스(60)를 결합시키면서 케이블(9)을 당기게 된다. On the other hand, in the cable carry step of the cable carry method of the subsea pipeline according to the present embodiment, the method of combining the cable carry device 10 connected to the press-fitting equipment 1 with the cable 9 is, first, the power cable 9 to be embedded. The first carrying case 40 is coupled to the front end of the), and the carrying eye 20 is coupled to the front end of the first carrying case 40. As shown in FIG. 8, the carrying eye 20 is connected to the end of the rod 4 pulled by the indentation apparatus 1. At this time, the rod 4 and the carrying eye 20 may be interposed between the pulling eye or the swivel 7 as necessary. Then, while the second carrying case 60 is coupled to the outer circumferential surface of the power cable 9 released from the cable winder 100, the first carrying case 60 is coupled, and subsequently the second carrying case 60 is coupled. Pull the cable (9).
따라서, 본 발명은 압입 장비의 당김력이 케이블 캐리 장치에 작용되도록 하므로, 인장 응력이 케이블이 미치는 영향을 최소화시켜 매설시 발생되는 케이블의 손상을 방지할 수 있어 굴착 거리가 비교적 장거리인 육지와 섬 또는 섬과 섬을 연결하는 해저관로 시공시 케이블을 안정적으로 매설시킬 수 있고, 해저관로의 시공거리를 증가시킬 수 있는 것이다. Therefore, the present invention allows the pull force of the press-fitting equipment to act on the cable carry device, so that the damage of the cable can be prevented by minimizing the influence of the tensile stress due to the cable buried land and island with a relatively long excavation distance Or it is possible to reliably bury the cable when constructing the seabed pipe connecting the island and the island, and increase the construction distance of the seabed pipe.
상술한 바와 같은, 본 발명의 바람직한 실시예에 따른 해저관로의 케이블 캐리 장치 및 방법을 상기한 설명 및 도면에 따라 도시하였지만, 이는 예를 들어 설명한 것에 불과하며 본 발명의 기술적 사상을 벗어나지 않는 범위 내에서 다양한 변화 및 변경가능하다는 것을 이 분야의 통상적인 기술자들은 잘 이해할 수 있을 것이다.As described above, the cable carry device and method of the subsea pipeline according to a preferred embodiment of the present invention has been shown in accordance with the above description and drawings, but this is only an example and is within the scope without departing from the technical spirit of the present invention. It will be understood by those skilled in the art that various changes and modifications can be made in the art.
도 4는 본 발명의 기술 사상에 따른 해저관로의 케이블 캐리 장치를 설명하기 위한 도면이다. 4 is a view for explaining a cable carry device of the subsea pipeline according to the technical idea of the present invention.
도 4를 참조하면, 본 발명에 따른 해저관로의 케이블 캐리 장치(10)는 당김으로 인해 손상이 발생될 수 있는 전력 케이블과 같은 케이블(9)을 해저관로에 매설시킬 때 압입장비의 당김력에 의한 인장 응력의 분산을 통해 인장 응력이 케이블이 미치는 영향을 최소화시켜 매설시 발생되는 케이블의 손상을 방지할 수 있도록 하므로써, 굴착 거리가 비교적 장거리인 육지와 섬 또는 섬과 섬을 연결하는 해저관로 시공시 케이블을 안정적으로 매설시키도록 하는 것을 특징으로 한다. Referring to Figure 4, the cable carry device 10 of the subsea pipeline according to the present invention is to the pull force of the indentation equipment when the cable 9, such as a power cable that can be damaged due to the pull buried in the subsea pipeline Dispersion of tensile stress caused by the cable minimizes the effect of tensile stress on the cable to prevent damage to the cable. Therefore, the construction of the submarine pipe connecting the land and the island or the island and the island where the excavation distance is relatively long Characterized in that the cable is buried stably.
이와 같은 본 발명에 따른 해저관로의 케이블 캐리 장치(10)는 캐링 아이(20), 제 1 캐링 케이스(40) 및 제 2 캐링 케이스(60)를 구비하여, 도 8에서 보는 바와 같이, 시작구(2)와 도달구(3)가 해저지하로 굴착되는 굴착공을 통해 연통되도록 하고, 압입장비(1)를 사용해 굴착공에 매설되는 케이싱(8)내로 케이블(9)을 매설하도록 한다. The cable carry device 10 of the subsea pipeline according to the present invention includes a carrying eye 20, a first carrying case 40, and a second carrying case 60, as shown in FIG. 8, as shown in FIG. 8. (2) and the reach (3) is to communicate through the excavation hole excavated to the seabed, and the cable (9) is embedded into the casing (8) embedded in the excavation hole using the press-fit equipment (1).
이때, 캐링 아이(20)는 압입장비(1)에 접속되어 당김된다. 제 1 캐링 케이스(40)는 선단이 캐링 아이(20)에 결합되고, 내측에 케이블(9)의 선단이 삽입되도록 후단 방향으로 개구되는 중공(43)이 형성된다. 제 2 캐링 케이스(60)는 선단이 제 1 캐링 케이스(40)에 접속되고, 내측에 케이블(9)이 위치되도록 선단과 후단으로 개구되는 중공(63)이 형성된다. At this time, the carrying eye 20 is connected to the indentation equipment 1 and pulled. The first carrying case 40 has a hollow 43 which is open at the rear end thereof so that the front end is coupled to the carrying eye 20 and the front end of the cable 9 is inserted therein. The second carrying case 60 is formed with a hollow 63 whose tip is connected to the first carrying case 40 and is opened to the front end and the rear end so that the cable 9 is located inside.
이와 같은 구성을 갖는 본 발명에 따른 해저관로의 케이블 캐리 장치(10)는 케이블(9)의 매설시 케이블(9)의 선단이 제 1 캐링 케이스(40)에 지지되도록 하고, 제 2 캐링 케이스(60)를 연속적으로 결합시켜 케이블(9)의 당김이 이루어지도록 한다. The cable carry device 10 of the subsea pipeline according to the present invention having such a configuration allows the front end of the cable 9 to be supported by the first carrying case 40 when the cable 9 is embedded, and the second carrying case ( 60) is continuously coupled to pull the cable (9).
이와 같은 본 발명에 따른 해저관로의 케이블 캐리 장치(10)는 단순히 케이블(9)의 외측을 보호하는 커버의 기능과 전혀 다르게, 인장 응력을 분산시키는 기능을 부여하기 위해 제공된다. 즉, 본 발명에 따른 해저관로의 케이블 캐리 장치(10)는 압입장비(1)로부터 부여되는 당김력이 케이블(9)에 직접적으로 작용되지 않도록 하므로써, 인장 응력이 케이블(9)에 발생되는 것을 최소화시키도록 한다. 따라서, 현재 전력 케이블과 같이 당김시 손상이 발생되는 케이블의 최장 매설거리는 700m정도에 불과하지만, 본 발명에 따른 해저관로의 케이블 캐리 장치(10)를 적용하는 경우 5km 정도까지도 가능한 것으로 예상된다. The cable carry device 10 of the subsea pipeline according to the present invention is provided for imparting a function of dispersing tensile stress, unlike the function of a cover that simply protects the outside of the cable 9. That is, the cable carry device 10 of the subsea pipeline according to the present invention prevents the pulling force applied from the press-fitting equipment 1 from being directly acted on the cable 9, so that tensile stress is generated in the cable 9. Try to minimize it. Therefore, although the longest buried distance of the cable that causes damage when the current cable is pulled, such as only 700m, when the cable carry device 10 of the subsea pipeline according to the present invention is expected to be possible to about 5km.
도 5는 본 발명의 기술 사상에 따른 해저관로의 케이블 캐리 방법을 설명하기 위한 플로우챠트이다. 5 is a flowchart illustrating a cable carry method of a subsea pipeline according to the technical idea of the present invention.
도 5를 참조하면, 본 발명에 따른 해저관로의 케이블 캐리 방법은 케이싱의 매설이 이루어진 후, 케이블(9)이 압입장비(1)에 접속되는 케이블 캐리 장치(10)를 결합되도록 하여 케이블(9)의 당김이 이루어지도록 하여 케이블(9)의 매설공정을 진행하는 것을 특징으로 한다. 물론, 이와 같은 본 발명에 따른 해저관로의 케이블 캐리 방법은 본 발명자가 선출원을 통해 제안한 피엠지공법 및 친환경적인 비개착 해저관로 매설공법과 같이, 현장조사 및 설계단계, 시작구 및 도달구 형성단계, 선단 굴착공 형성단계, 확공단계 및 케이싱 풀링단계를 그대로 진행한 후, 본 발명에 따른 해저관로의 케이블 캐리 장치(10)를 사용한 케이블 캐리 단계를 진행하게 된다. Referring to FIG. 5, the cable carry method of the subsea pipeline according to the present invention allows the cable 9 to be coupled to the cable carry device 10 connected to the press-fitting equipment 1 after the casing is buried. It is characterized in that to proceed to the buried process of the cable (9) to be made. Of course, the cable carry method of the subsea pipeline according to the present invention, like the PGM method and the environment-friendly non-attached subsea pipeline laying method proposed by the present inventors, field investigation and design step, starting and reaching port forming step, After proceeding to the end drilling hole forming step, expansion step and the casing pooling step, the cable carry step using the cable carry device 10 of the subsea pipeline according to the present invention.
본 발명에 의한 해저관로의 케이블 캐리 장치 및 방법에 따르면, 당김으로 인해 손상이 발생될 수 있는 전력 케이블과 같은 케이블을 별도로 구성되는 케이블 캐리 장치를 사용하여 압입 장비의 당김력이 케이블 캐리 장치에 작용되도록 하므로, 인장 응력이 케이블이 미치는 영향을 최소화시켜 매설시 발생되는 케이블의 손상을 방지할 수 있다. 따라서, 굴착 거리가 비교적 장거리인 육지와 섬 또는 섬과 섬을 연결하는 해저관로 시공시 케이블을 안정적으로 매설시킬 수 있어, 해저관로의 시공거리를 증가시킬 수 있는 효과를 기대할 수 있다. 또한, 본 발명은 본 발명자가 선출원을 통해 제안한 기술{등록특허공보 등록번호 제10-0836626호 "피엠지공법 및 그를 위한 시공장치" 및 특허출원 출원번호 제10-2009-0071468호 "친환경적인 비개착 해저관로 매설공법 및 시스템"}과 용이하게 결합시킬 수 있으므로, 해저관로의 매설시 뻘층 및 하천바닥을 훼손을 최소화시키므로써 생태계를 파괴에 의한 환경문제의 유발을 효과적으로 방지할 수 있도록 하고, 굴착공의 형성시 사용되는 벤토나이트 오니에 의한 환경오염을 최소화시키며, 해저관로의 매설 후 건설폐기물로 처리되는 벤토나이트 오니의 양을 최소화시킬 수 있도록 하여, 종래기술에 비해 보다 친환경적으로 해저관로를 매설할 수 있도록 할 수 있는 것이다.According to the cable carry device and method of the subsea pipeline according to the present invention, the pull force of the indentation equipment acts on the cable carry device by using a cable carry device that is configured separately from the cable, such as a power cable that can be damaged by the pull As a result, it is possible to minimize the effect of the tensile stress on the cable to prevent damage to the cable generated when buried. Therefore, the cable can be stably buried at the time of construction as a subsea pipe connecting the land and the island or the island and the island where the excavation distance is relatively long, and the effect of increasing the construction distance of the subsea pipe can be expected. In addition, the present invention is a technology proposed by the present inventors through a prior application {Registered Patent Publication No. 10-0836626 "PGM method and a construction device therefor" and Patent Application No. 10-2009-0071468 "Eco-friendly non-adhesion It can be easily combined with submarine pipelines and systems "}, thereby minimizing damage to the layers and river floors when buried undersea pipelines, effectively preventing the occurrence of environmental problems by destroying ecosystems, Minimize the environmental pollution by bentonite sludge used in the formation of the, and to minimize the amount of bentonite sludge to be treated as construction waste after embedding the subsea pipeline, so that the subsea pipeline can be embedded more environmentally friendly than the prior art You can do it.
Claims (5)
- 시작구(2)와 도달구(3)가 해저지하로 굴착되는 굴착공을 통해 연통되도록 하고, 압입장비(1)를 사용해 상기 굴착공에 매설되는 케이싱(8)내로 케이블(9)을 매설하기 위한 해저관로의 케이블 캐리 장치에 있어서, The start hole (2) and the reach hole (3) are communicated through the excavation hole excavated to the seabed, and the cable (9) is embedded into the casing (8) embedded in the excavation hole using the press-fitting equipment (1) In the cable carry device of the subsea pipeline for상기 압입장비(1)에 접속되어 당김되는 캐링 아이(20)와;A carrying eye 20 connected to the indentation device 1 and pulling;선단이 상기 캐링 아이(20)에 결합되고, 내측에 상기 케이블(9)의 선단이 삽입되도록 후단 방향으로 개구되는 중공(43)이 형성되는 제 1 캐링 케이스(40) 및;A first carrying case (40) having a front end coupled to the carrying eye (20) and having a hollow (43) opened in a rear end direction such that the front end of the cable (9) is inserted therein;선단이 상기 제 1 캐링 케이스(40)에 접속되고, 내측에 상기 케이블(9)이 위치되도록 선단과 후단으로 개구되는 중공(63)이 형성되는 제 2 캐링 케이스(60)를 포함하여;A second carrying case (60) having a front end connected to the first carrying case (40) and having a hollow (63) opened at the front end and the rear end so that the cable (9) is located inside;상기 케이블(9)의 매설시 상기 케이블(9)의 선단이 상기 제 1 캐링 케이스(40)에 지지되도록 하고, 상기 제 2 캐링 케이스(60)를 연속적으로 결합시켜 상기 케이블(9)의 당김이 이루어지도록 하는 것을 특징으로 하는 해저관로의 케이블 캐리 장치.When the cable 9 is embedded, the front end of the cable 9 is supported by the first carrying case 40, and the second carrying case 60 is continuously coupled to draw the cable 9. Cable carry device to the subsea pipelines to be made.
- 제 1 항에 있어서, The method of claim 1,상기 제 1 캐링 케이스(40)와 제 2 캐링 케이스(60)는 당김 방향으로 평행하게 절개되는 절개라인(43, 63)에 의해 절개되어 적어도 2개로 분할되는 몸체(42, 62)로 이루어지므로써, 상기 케이블(9)의 측방에서 결합분리되는 것을 특징으로 하는 해저관로의 케이블 캐리 장치.The first carrying case 40 and the second carrying case 60 are composed of a body 42, 62 which is cut by at least two cut lines 43 and 63 which are cut in parallel in the pulling direction. , Cable carry device of the subsea pipe line, characterized in that separated from the side of the cable (9).
- 제 2 항에 있어서, The method of claim 2,상기 캐링 아이(20)는 후단으로 개구되도록 나사부(26)가 형성되고, 선단에 아이 볼트(24)가 결합되며, The carrying eye 20 is formed with a threaded portion 26 to be opened to the rear end, the eye bolt 24 is coupled to the front end,상기 제 1 캐링 케이스(40)는 상기 절개라인(43)에 의해 분할되는 몸체(42)의 중심에 상기 중공(41)이 선단과 후단으로 개구되도록 형성되고, 상기 몸체(42)의 선단의 외측 둘레에 상기 캐링 아이(20)의 나사부(26)에 결합되는 앞측 나사부(44)가 형성되며, 상기 몸체(42)의 후단으로 개구되도록 후측 나사부(46)가 형성되며, The first carrying case 40 is formed such that the hollow 41 is opened at the front end and the rear end at the center of the body 42 divided by the cutting line 43, and the outer side of the front end of the body 42. A front threaded portion 44 coupled to the threaded portion 26 of the carrying eye 20 is formed on the periphery, and a rear threaded portion 46 is formed to open to the rear end of the body 42.상기 제 2 캐링 케이스(60)는 상기 절개라인(63)에 의해 분할되는 몸체(62)의 선단의 외측 둘레에 상기 제 1 캐링 케이스(40)의 후측 나사부(46)에 결합되는 앞측 나사부(64)가 형성되고, 상기 몸체(62)의 후단으로 개구되도록 후측 나사부(66)가 형성되며, 상기 몸체(62)가 정해진 길이로 형성되도록 하여 상기 제 1 캐링 케이스(40)의 뒷 방향으로 연속적으로 결합되면서 상기 케이블(9)에 결합되는 것을 특징으로 하는 해저관로의 케이블 캐리 장치.The second carrying case 60 is a front threaded portion 64 coupled to the rear threaded portion 46 of the first carrying case 40 at the outer circumference of the front end of the body 62 divided by the cutting line 63. ) Is formed, and a rear threaded portion 66 is formed to be opened to the rear end of the body 62, and the body 62 is formed to have a predetermined length so as to be continuously in the rear direction of the first carrying case 40. Cable carry device of the subsea pipeline, characterized in that coupled to the cable (9) while being coupled.
- 상기 시작구(2)에 압입장비(1)를 설치하여 상기 시작구(2)로부터 도달구(3)로 선단 굴착공(6)이 형성되도록 하는 단계와;Installing a press-fitting device (1) in the start hole (2) to form a tip drilling hole (6) from the start hole (2) to the reach hole (3);상기 도달구(3)로부터 상기 시작구(2)로 확장 굴착공(6')이 형성되도록 하는 단계와;Allowing an expansion drill hole (6 ') to be formed from the reaching hole (3) to the starting hole (2);상기 압입장비(1)의 당김에 의해 상기 도달구(3)로부터 상기 시작구(2)로 케이싱(8)을 매설시키는 단계 및;Embedding the casing (8) from the reach opening (3) to the start opening (2) by pulling the indentation equipment (1);상기 압입장비(1)의 당김에 의해 상기 도달구(3)로부터 상기 시작구(2)로 케이블(9)을 상기 케이싱(8)내에 매설시키는 케이블 캐리 단계를 포함하되;A cable carry step of embedding a cable (9) in the casing (8) from the reach opening (3) to the start opening (2) by pulling the indentation equipment (1);상기 케이블 캐리 단계는 상기 케이블(9)이 상기 압입장비(1)에 접속되는 케이블 캐리 장치(10)를 결합되도록 하여 상기 케이블(9)의 당김이 이루어지도록 하는 것을 특징으로 하는 해저관로의 케이블 캐리 방법. The cable carry step is such that the cable 9 is coupled to the cable carry device 10 connected to the press-fitting equipment 1 so that the cable 9 is pulled out so that the cable carry of the subsea pipeline is carried out. Way.
- 제 4 항에 있어서, The method of claim 4, wherein상기 케이블 캐리 단계는 상기 제 1 캐링 케이스(40)와 제 2 캐링 케이스(60)가 당김 방향으로 평행하게 절개되는 절개라인(43, 63)에 의해 절개되어 적어도 2개로 분할되는 몸체(42, 62)로 이루어지도록 하므로써, 상기 케이블(9)에 결합시킬 때, 상기 케이블(9)의 측방에서 결합시키도록 하는 것을 특징으로 하는 해저관로의 케이블 캐리 방법.The cable carry step is a body 42, 62 which is cut by at least two cut lines 43, 63, the first carrying case 40 and the second carrying case 60 are cut in parallel in the pulling direction. And a coupling at the side of the cable (9) when coupling to the cable (9).
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WO2014110351A3 (en) * | 2013-01-10 | 2014-12-11 | Matcor, Inc. | Break-resistant anode assemblies for cathodic protection systems and methods of installing the same |
CN107302195A (en) * | 2017-08-23 | 2017-10-27 | 中国十九冶集团有限公司 | Cable laying method |
CN110601087A (en) * | 2019-08-26 | 2019-12-20 | 中交一航局安装工程有限公司 | Cable laying method convenient for protecting cable and fast in laying |
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KR101071562B1 (en) | 2011-02-21 | 2011-10-10 | 프로몰엔지니어링주식회사 | Long distance cable laying method |
KR101705694B1 (en) * | 2016-09-06 | 2017-02-10 | 주식회사 도화엔지니어링 | Horizontal casing propulsion type underground line construction method |
KR101906382B1 (en) * | 2016-10-21 | 2018-10-11 | 한국전력공사 | Connector for Underground Cable |
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KR20030035729A (en) * | 2001-12-22 | 2003-05-09 | 강춘수 | The pulling device of inner duct for communication sub duct |
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
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WO2014110351A3 (en) * | 2013-01-10 | 2014-12-11 | Matcor, Inc. | Break-resistant anode assemblies for cathodic protection systems and methods of installing the same |
US10023964B2 (en) | 2013-01-10 | 2018-07-17 | Matcor, Inc. | Break-resistant anode assemblies for cathodic protection systems and methods of installing the same |
US10865485B2 (en) | 2013-01-10 | 2020-12-15 | Matcor, Inc. | Break-resistant anode assemblies for cathodic protection systems and methods of installing the same |
CN107302195A (en) * | 2017-08-23 | 2017-10-27 | 中国十九冶集团有限公司 | Cable laying method |
CN110601087A (en) * | 2019-08-26 | 2019-12-20 | 中交一航局安装工程有限公司 | Cable laying method convenient for protecting cable and fast in laying |
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