KR20070044839A - Construction work method of a sewers conduit compound foundation and that structure - Google Patents
Construction work method of a sewers conduit compound foundation and that structure Download PDFInfo
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- KR20070044839A KR20070044839A KR1020050101013A KR20050101013A KR20070044839A KR 20070044839 A KR20070044839 A KR 20070044839A KR 1020050101013 A KR1020050101013 A KR 1020050101013A KR 20050101013 A KR20050101013 A KR 20050101013A KR 20070044839 A KR20070044839 A KR 20070044839A
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- sewage pipe
- composite structure
- sewage
- foundation
- pipe
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/46—Foundations for supply conduits or other canals
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/06—Methods of, or installations for, laying sewer pipes
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L1/00—Laying or reclaiming pipes; Repairing or joining pipes on or under water
- F16L1/024—Laying or reclaiming pipes on land, e.g. above the ground
- F16L1/06—Accessories therefor, e.g. anchors
- F16L1/11—Accessories therefor, e.g. anchors for the detection or protection of pipes in the ground
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/007—Resins including glasfibers
Abstract
본 발명은 하수관거 합성구조 기초구조물을 시공하기 위한 하수관거 합성구조 기초구조물의 시공공법과 구조물에 관한 것으로 더 상세하게는 윤하중, 토압, 측압, 부력 등에 대한 외압에 안전하면서도 시공성이 우수하고 재료가 내부식성이어서 반영구적으로 사용할 수 있도록 발명되었다.The present invention relates to a construction method and a structure of a sewage pipe composite structure foundation structure for constructing a sewage pipe composite structure foundation structure, and more particularly, it is safe to external pressure against lubrication load, earth pressure, side pressure, buoyancy, etc. Then it was invented to be used semi-permanently.
하수관거 기초구조물 시공공법은 지하 공간의 바닥 흙을 다지거나 모래로 치환하여 상부하중에 의한 침하가 일어나지 않게 하고, 하수관거 합성구조 기초구조물 네 곳의 고리에 와이어 로프를 이용 장비에 매달아 바닥에 내려 놓고 그 위에 하수관거를 내려놓은 다음, 하수관거 합성구조 기초구조물과 하수관거 사이에 일정한 간격으로 합성구조(FRP+구조용 각형강관) 쐐기를 질러 하수관거가 움직이지 않도록 고정한다.The sewage pipe foundation construction method is to dig the ground soil in the underground space and replace it with sand so that no settlement occurs due to the upper load. Lay down the sewage pipe on top, and fix the sewage pipe not to move through the wedge of the composite structure (FRP + structural square steel pipe) at regular intervals between the sewage composite structure and the sewer pipe.
다음에는 하수관거 보호 띠를 일정한 간격으로 하수관거 상부둘레에 두르고 하수관거 합성구조 기초구조물에 용접 앙카된 스테인레스 볼트 넛트로 고정하여 하수관거 합성구조 기초구조물과 하수관거가 동일체가 되도록 하며 움직이지 않도록 한다.Next, sewage pipe guards shall be wrapped around the upper part of the sewage pipe at regular intervals and fixed with stainless bolt nuts welded to the sewage pipe composite structure so that the sewage composite structure and the sewer pipe are the same and not moved.
구조물 제작은 폴리에틸렌 수지와 유리섬유를 번갈아 적층하여 FRP판넬을 제작하고 FRP 판넬 위에 가로, 세로 구조용 각형강관 틀을 용접하여 만들어 올 려놓고 다시 폴리에틸렌 수지와 유리섬유를 번갈아 적층하여 하수관거 합성구조 기초 구조물을 제작하는 것을 특징으로 한다.The fabrication of the structure is made of FRP panel by alternately stacking polyethylene resin and glass fiber, and made by welding horizontal and vertical structural steel pipe frames on the FRP panel, and then alternately laminating polyethylene resin and glass fiber to build the sewage pipe composite structure basic structure. It is characterized by producing.
본 시공공법에 따라 시공함으로써 공기 단축이 가능하고 구조적으로 완벽한 하수관거 합성구조 기초구조물을 시공할 수 있게 된다.Construction in accordance with this construction method is possible to shorten the air and to construct a structurally perfect sewage pipe composite structural foundation.
하수관거 합성구조 기초대, 하수관거와 하수관거 합성구조 기초 구조물 일체화 시공. Integrated construction of sewage pipe composite structure foundation, sewage pipe and sewage pipe composite structure.
Description
도 1은 하수관거의 기존 기초 공법 시공도1 is a conventional construction method construction of sewage pipe
(a)는 침목 기초공 단면 및 측면도(a) cross section and side view of sleeper foundation hole
(b)는 말뚝 기초공 단면 및 측면도(b) is the pile foundation hole cross section and side view
(c)는 콘크리트 기초공 단면 및 측면도(c) is the cross section and side view of concrete foundation hole
(d)는 샌드 쿠션(Sand cushion) 기초공 단면 및 측면도(d) cross section and side view of sand cushion foundation hole
도 2는 본 발명에 따른 하수관거 합성구조(FRP+구조용 각형강관) Figure 2 is a sewage pipe composite structure according to the present invention (FRP + structural square steel pipe)
기초구조물 제작 상세도Detailed drawing of foundation structure
(a)는 평면도(a) a plan view
(b)는 단면도(b) section
도 3은 본 발명에 따른 하수관거 합성구조(FRP+구조용 각형강관)Figure 3 is a sewage pipe composite structure according to the present invention (FRP + structural square steel pipe)
기초구조물 위에 하수관 고정 띠 시공 상세도Detailed drawing of sewer pipe fixing band on foundation structure
(a)는 평면도(a) a plan view
(b)는 측면도(b) side view
(c)는 단면도(c) cross section
도 4는 본 발명에 따른 하수관거 합성구조(FRP+구조용 각형강관)Figure 4 is a sewage pipe composite structure according to the present invention (FRP + structural square steel pipe)
기초구조물 입체도Foundation structure
※ 도면의 주요 부분에 대한 부호의 설명 ※※ Explanation of code about main part of drawing ※
하수관거 2. 합성구조(FRP+구조용 각형강관) 쐐기Sewage Pipe 2. Composite Structure (FRP + Square Steel Pipe)
3. 하수관거 침목 기초공 4. 하수관거 말뚝 기초공3. Sewer pipe
5. 하수관거 콘크리트 기초공 6. 하수관거 자갈 기초공5. Sewage
7. 하수관거 모래 기초공7. Sewer pipe sand foundation
8. 하수관거 합성구조(FRP+구조용 각형강관) 기초구조물8. Sewage pipe composite structure (FRP + structural square steel pipe)
9. 하수관거 고정 띠 10. 볼트 넛트9. Sewer
11. 구조용 각형강관 12. 적층11. Structural
13. 고리 14. FRP판넬13. Loop 14. FRP Panel
15. 나무 쐐기15. Wood Wedge
하수관거의 기초공 종래 기술은 침목 기초공, 말뚝 기초공, 콘크리트 기 초공, 자갈, 모래 기초공 등이 있었으나 침목, 말뚝 기초공은 오래가지 않아 부식되고 콘크리트 기초공은 공기단축이 어렵고 자갈, 모래 기초공인 경우에는 지하수로 인하여 기초가 이완되는 등 합리적인 방법이 되지 못하고 있다.Prior arts of sewer pipes include sleeper foundations, pile foundations, concrete foundations, gravel, and sand foundations. However, sleepers and pile foundations do not last long enough to corrode, and concrete foundations are difficult to shorten air. It is not a reasonable way to relax the foundation.
발명에 속하는 새로운 공법은 하수관거 합성구조(FRP+구조용 각형강관) 기초구조물이 공장 제품으로 손쉽게 운반 설치가 가능하며 구조물이 안전하고 내부식성이어서 반영구적인 구조물이 된다.The new construction method is a semi-permanent structure of sewage pipe composite structure (FRP + structural square steel pipe) base structure can be easily transported and installed as a factory product and the structure is safe and corrosion-resistant.
도 3-a는 하수관거 합성구조(FRP+구조용 각형강관) 기초구조물 위에 일정간격으로 앙카된 하수관거 고정 띠를 상부하수관에 두르고 스테인레스 볼트 넛트로 고정하고 일정간격마다 합성구조 쐐기를 하수관거 합성구조 기초 구조물과 하수관거 저부 사이에 삽입하여 하수관거가 움직이지 않도록 고정시키는 평면도이고,Fig. 3-a shows the sewage pipe fixing strips anchored at regular intervals on the sewage pipe composite structure (FRP + structural square steel pipe) foundation structure to the upper sewer pipe, fixed with stainless bolt nut, and the synthetic structure wedges are fixed at regular intervals. It is a plan view inserted between the bottoms to fix the sewer pipes so as not to move,
도 3-b는 측면도, 도 3-c는 단면도이다.3-b is a side view and FIG. 3-c is a sectional view.
따라서, 하수관거의 크기와 설계 조건에 따라 하수관거 합성구조 기초구조물을 축조할 수 있게 된다.Therefore, it is possible to build the sewage pipe composite structure based on the size and design conditions of the sewage pipe.
따라서 본 발명의 목적은 하수관거 합성구조 기초구조물의 사전 제작을 통한 시공공법의 적용에 있어서 하수관거 기초가 침하되지 않고, 합성구조물의 이 용에 따른 영구 구조물이 되도록 보완하는 공법을 제공하는 것이다.Accordingly, it is an object of the present invention to provide a construction that complements the sewage foundation to be a permanent structure according to the use of the composite structure in the application of the construction method through the pre-fabrication of the sewage composite composite structure foundation structure.
본 발명의 다른 목적은 하수관거 합성구조 기초구조물과 하수관거가 따로 작용하지 않도록 일체가 되도록 하여 변형요인과 침하가 되지 않는 구조적으로 보다 안전한 하수관거 합성구조 기초구조물을 제작하는 것과 하수관거 합성구조 기초구조물을 사전 제작 문제로써 합성수지 계열의 소재를 이용하는데 있어서 소재의 이용 선택성을 확정시키는 것이다.It is another object of the present invention to manufacture a structurally safe sewage composite composite foundation structure that does not deform and settle so that the sewage composite composite structure and sewage pipeline do not work separately, and pre-fabricate the sewage composite composite structure. As a problem, in using synthetic resin-based materials, the use selectivity of materials is determined.
이러한 목적들을 달성하기 위한 본 발명의 특징은 하수관거 설치 위치를 중심으로 지하공간의 바닥면을 다지는 바닥면 조성, 사전 제작된 하수관 합성구조 기초구조물을 장비를 이용 지하 공간으로 내리는 단계. 지하에 투입된 하수관거 합성구조 기초구조물을 흙으로 조성된 바닥면에 안착시키는 단계. 하수관거 합성구조 기초구조물 위에 하수관을 올려놓는 단계. 하수관거 합성구조 기초구조물과 하수관거 사이에 합성구조 쐐기를 삽입하고 하수관과 쐐기 간에 FRP로 적층하여 하나의 구조체로 만드는 단계. 마지막으로 하수관거 합성구조 기초구조물과 하수관거가 일체가 되도록 하수관거 고정 FRP띠를 두르는 단계로 이루어지는 것을 특징으로 한다.Features of the present invention for achieving these objects is the step of laying the bottom surface of the underground space centered around the sewage pipe installation location, the step of lowering the pre-fabricated sewage pipe composite structure basic structure to the underground space using the equipment. A step of laying the sewage pipe composite structure basement put underground into the ground made of soil. Sewage pipe laying the sewage pipe on the composite structure. Sewage Pipe Composite Structure A step of inserting the composite structure wedge between the basic structure and the sewage pipe, and laminating it with FRP between the sewage pipe and the wedge into a single structure. Finally, the sewage pipe joint structure is characterized in that the step consisting of the sewage pipe fixing FRP belt so that the sewage pipe is integrated.
본 발명의 다른 특징은 하수관거 합성구조 기초구조물 제작에 사용되는 재료에 관한 것으로 윤하중, 연직토압, 하수관 자중 등에 안전하도록 폴리에틸렌 수지와 유리섬유를 번갈아 사용하여 FRP판넬을 제작하고 그 위에 가로, 세로 일 정간격으로 용접 제작된 구조용 각형강관 틀을 올려놓고 폴리에틸렌 수지와 유리 섬유를 번갈아 사용하여 합성구조로 제작하게 되므로 작업성도 좋고 누수가 되지 않으며 기초 구조물이 내부식성이어서 영구적인 구조물이 된다.Another feature of the present invention relates to a material used for manufacturing the sewage pipe composite structure basic structure, and to produce a FRP panel using alternating polyethylene resin and glass fiber so as to be safe for wheel load, vertical earth pressure, and sewage pipe weight. The structural square steel pipe frame welded at intervals is put on, and polyethylene resin and glass fiber are alternately used to produce a composite structure, so workability is good and water is not leaked.
이하 본 발명의 실시 예를 도면을 참고로 설명하면 다음과 같다.Hereinafter, an embodiment of the present invention will be described with reference to the drawings.
본 발명의 실시 예에 따른 하수관거 합성구조 기초구조물 시공공법을 입체적으로 나타낸 하수관거 기초구조물의 형태는 도4와 같다.4 shows a sewage pipe foundation structure in three dimensions showing the construction method of the sewage pipe composite structure foundation structure according to an embodiment of the present invention.
본 발명에 따른 하수관거 합성구조 기초구조물(8)은 하수관거 합성구조 기초구조물(8)과 하수관거(1) 저부 사이에 합성구조 쐐기(2)를 일정간격으로 삽입하고 하수관거(1)에 하수관거 고정 띠(9)를 둘러치어서 움직이지 않도록 고정시킨다. The sewage pipe composite
하수관거 합성구조 기초구조물(8) 제작은 판의 보강을 위해 가로, 세로 구조용 각형강관(11)을 용접한 틀을 FRP판넬(14) 위에 올려놓고 폴리에틸렌 수지와 유리섬유를 번갈아 적층(12)하여 제작한다.Sewage pipe composite structure basic structure (8) fabrication is made by placing a frame welded horizontal and vertical structural steel pipes (11) on the FRP panel (14) for alternate reinforcement and laminating (12) polyethylene resin and glass fiber alternately. do.
합성구조 쐐기(2) 제작은 한쪽 끝이 삼각형인 구조용 각형강관(11)에 폴리에틸렌 수지와 유리섬유를 번갈아 적층(12)하여 제작한다.Synthetic structure wedge (2) fabrication is produced by alternately laminating (12) polyethylene resin and glass fiber on a structural square steel pipe (11) having one end triangular.
마지막으로 하수관거 고정 띠(9)를 반원형인 몰드 위에 폴리에틸렌 수지 와 유리섬유를 번갈아 적층(12)하여 양쪽 끝을 90˚로 꺾어 제작하고 하수관거 합성구조 기초구조물(8)에 달린 볼트 넛트(10)로 고정하여 하수관거 합성구조 기초구조물(8) 시공을 완료한다.Finally, the sewage pipe fixing strip (9) was laminated (12) by alternating polyethylene resin and glass fiber on a semi-circular mold (12) and bent at both ends by 90 ° and bolted to the sewer pipe composite structure (8). Fix and complete the construction of sewage composite composite structure foundation (8).
이와 같이 본 발명은 하수관거 합성구조 기초구조물의 사전 제작을 통한 시공공법의 적용에 있어서 공기가 단축되고, 주변이 깨끗하여 하수관거 시설에 적합하면서도 하수관거 합성구조 기초구조물의 모재가 합성수지와 구조용 각형강관을 사용하여 제작하기 때문에 구조적으로 안전하고 내부식성이어서 영구적인 구조물이 된다.Thus, in the present invention, the air is shortened in the application of the construction method through the pre-fabrication of the sewage composite composite structure foundation structure, and the surroundings are suitable for the sewage pipe facility, while the base material of the sewage composite structure basic structure uses the synthetic resin and the structural square steel pipe. It is structurally safe and corrosion resistant, making it a permanent structure.
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
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KR100819890B1 (en) * | 2007-11-02 | 2008-04-08 | (주)밸류우드 | Soil receiver container for a pipe |
CN103982031A (en) * | 2014-05-30 | 2014-08-13 | 刘建华 | Square ventilation soil stack |
KR101524682B1 (en) * | 2014-10-13 | 2015-06-04 | 주식회사 뉴보텍 | Jointed facilities keeping rainwater using gmt material and detachable filter element |
CN108086443A (en) * | 2018-01-31 | 2018-05-29 | 杭州市市政工程集团有限公司 | A kind of the old and new's sewage communicating pipe alternating construction connection structure |
CN114960903A (en) * | 2022-07-10 | 2022-08-30 | 中国二十二冶集团有限公司 | Construction method for spanning existing municipal drainage pipe ditch |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
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KR101139331B1 (en) | 2009-11-27 | 2012-04-27 | (주)한주엔지니어링 | Apparatus for reinforcing traversal water supply pipe in a river |
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JP2512395Y2 (en) * | 1991-12-19 | 1996-10-02 | 株式会社クボタ | Ductile pipe pedestal |
JP3476235B2 (en) * | 1993-11-30 | 2003-12-10 | タキロン株式会社 | U-shaped groove construction method |
JPH0828755A (en) * | 1994-07-22 | 1996-02-02 | Hiroshi Kitagawa | Position regulation device for buried pipe body |
JPH08291880A (en) * | 1995-04-21 | 1996-11-05 | Hiroshi Kitagawa | Position regulating apparatus for buried pipe body |
JPH08338063A (en) * | 1995-06-14 | 1996-12-24 | Masasuke Minami | Bracket for drain pipe |
JP2002206668A (en) | 2001-01-09 | 2002-07-26 | Sekisui Chem Co Ltd | Floating preventive construction method for buried pipeline |
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Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100819890B1 (en) * | 2007-11-02 | 2008-04-08 | (주)밸류우드 | Soil receiver container for a pipe |
CN103982031A (en) * | 2014-05-30 | 2014-08-13 | 刘建华 | Square ventilation soil stack |
CN103982031B (en) * | 2014-05-30 | 2016-01-27 | 刘建华 | Square ventilation soil stack |
KR101524682B1 (en) * | 2014-10-13 | 2015-06-04 | 주식회사 뉴보텍 | Jointed facilities keeping rainwater using gmt material and detachable filter element |
CN108086443A (en) * | 2018-01-31 | 2018-05-29 | 杭州市市政工程集团有限公司 | A kind of the old and new's sewage communicating pipe alternating construction connection structure |
CN108086443B (en) * | 2018-01-31 | 2024-04-02 | 杭州市市政工程集团有限公司 | Alternate construction connection structure of new and old sewage communicating pipe |
CN114960903A (en) * | 2022-07-10 | 2022-08-30 | 中国二十二冶集团有限公司 | Construction method for spanning existing municipal drainage pipe ditch |
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