CN107059926A - A kind of pipe gallery temporary plugging wall construction method - Google Patents

A kind of pipe gallery temporary plugging wall construction method Download PDF

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Publication number
CN107059926A
CN107059926A CN201710408041.8A CN201710408041A CN107059926A CN 107059926 A CN107059926 A CN 107059926A CN 201710408041 A CN201710408041 A CN 201710408041A CN 107059926 A CN107059926 A CN 107059926A
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CN
China
Prior art keywords
pipe gallery
wallboard
piping lane
outside
block wall
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201710408041.8A
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Chinese (zh)
Inventor
强健
康明睿
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Shanghai Municipal Engineering Design Insitute Group Co Ltd
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Shanghai Municipal Engineering Design Insitute Group Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
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Publication date
Application filed by Shanghai Municipal Engineering Design Insitute Group Co Ltd filed Critical Shanghai Municipal Engineering Design Insitute Group Co Ltd
Priority to CN201710408041.8A priority Critical patent/CN107059926A/en
Publication of CN107059926A publication Critical patent/CN107059926A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/045Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/16Arrangement or construction of joints in foundation structures
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/02Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2220/00Temporary installations or constructions
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0001Rubbers

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • Building Environments (AREA)

Abstract

The present invention relates to a kind of construction method of pipe gallery temporary plugging wall, it is characterised in that the construction method comprises the following steps:A, pipe gallery the wallboard pre-buried circle waterstop in end, one end of waterstop is extended to outside pipe gallery wallboard, and exposure is outside, sets protection steel plate to protect the waterstop of exposure outside on the outside of waterstop;B, away from piping lane end certain distance position set block wall.The present invention is in the case of pipe gallery built by separate periods, the end for building piping lane in advance can be blocked, and build piping lane spare interface to be at a specified future date, block wall is removed in the case where not destroying overall structure and carries out extension construction, and ensures the water resistance of piping lane in advance and newly-built piping lane in deformation joint.

Description

A kind of pipe gallery temporary plugging wall construction method
Technical field
The present invention relates to the technical field of pipe gallery, specifically consider that being completed pipe gallery will build with expection Pipe gallery between linking when, a kind of adoptable construction method of brand-new pipe gallery block wall.
Background technology
Pipe gallery is one of important symbol of 21 century new city civilian infrastructure construction of modern, and it is avoided Cause road surface to repeat the trouble excavated due to embedded or repairing pipeline, because pipeline does not contact soil and groundwater, therefore keep away Corrosion of the soil to pipeline is exempted from, has extended service life, it also needs to have reserved the underground space of preciousness for planning and development.Together When be also active response " it is first-class plan, it is first-class design, first-class construction, first-class quality " construction requirements.The Department of Science and Technology, One municipal pipeline of pipe gallery as New Town Construction, old city modernization overlay has all been integrated arrangement by the Ministry of Construction, the Ministry of Finance New science and technology is doing in-depth study and popularization.
Under such overall background, in recent years, all parts of the country all plan or built substantial amounts of municipal administration in urban construction Pipe gallery, and develop towards into the direction of networking, architecture, farthest play piping lane using the advantage of systematization Function.
Because the piping lane engineering construction cycle is long, coverage is wide, and construction cost is high, and complete piping lane system can not be short-term Interior build completes, but needs one by one, paragraph by paragraph to implement according to planning, therefore same piping lane also likely to be present on building time Difference.In addition, with the expansion and the extension of road in city, having built the pipe gallery of completion, there is also continue what is extended Possibility.
General, after the completion of the pipe gallery in a stage is built, it usually needs take temporary plugging in piping lane end Measure, to meet the normal operation that piping lane builds up section, and extension construction for following piping lane provides interface.Pipe gallery is respectively built Even several years several months is may differ by between phase, block wall needs to meet the security and good water proofing property in structure during this period Energy.Simultaneously, when piping lane progress extension is built, block wall needs to be easy to remove, and does not interfere with original structure after dismounting Security.Accordingly, it would be desirable to which a kind of new temporary plugging wall construction, can ensure the safety of structure and waterproof of service stage Property while, accomplish remove when economy it is convenient.
In addition, piping lane is built in advance movement joint is generally set with later stage construction piping lane seam crossing, therefore managed in advance Needed during corridor temporary plugging in the pre-buried rubber fastening band of wall panels end,.In the case where lacking safeguard measure, in the soil body Rubber fastening band easily destroyed so that influence future deformations stitch water resistance.Therefore need to stop for pre-buried rubber Water band is equipped with effectively, while being easy to the following safeguard measure removed.
The content of the invention
It is an object of the invention to provide a kind of construction method of pipe gallery temporary plugging wall, built by stages in pipe gallery If in the case of, the end that piping lane is built in advance can be blocked, and piping lane spare interface is built to be at a specified future date.
To achieve these goals, the technical scheme is that:A kind of construction method of pipe gallery temporary plugging wall, It is characterized in that the construction method comprises the following steps:A, pipe gallery the wallboard pre-buried circle waterstop in end, waterstop One end is extended to outside pipe gallery wallboard, and exposure outside, on the outside of waterstop set protection steel plate to exposure outside only Water band is protected;B, away from piping lane end certain distance position set block wall.
According to a preferred embodiment of the invention, comprise the following steps again in stepb:A, pipe gallery wallboard with closure Dabbing processing is carried out at the linkage interface of wall until exposing reinforcing bar;B, the brill on the linkage interface of pipe gallery wallboard and block wall Bar planting is simultaneously inserted in hole;C, the circle hydro-expansive rubber bar of linkage interface intermediate arrangement one in pipe gallery wallboard and block wall;d、 Clean linkage interface and brush one of cement mortar;D, pour block wall.
According to a preferred embodiment of the invention, the construction method also includes step C, removes block wall and protection steel plate;D、 Formwork pours the piping lane wallboard of newly-built section of piping lane, is located at embedded water stop band and newly pours wallboard center line.
According to a preferred embodiment of the invention, block wall is arranged on apart from 280 ~ 320mm of piping lane end position.
According to a preferred embodiment of the invention, in step A, the protection steel plate is using stainless steel plate formation one end open Flange connector is set at shell structure, opening, and the shell structure is set on the outside of rubber fastening band, and its flange connector is using swollen Swollen bolt is arranged on pipe gallery wallboard.
According to a preferred embodiment of the invention, the bar planting is double-layer double-direction bar planting, and integrated pipe is inserted in described bar planting one end In corridor wallboard, the other end is cast in block wall after stretching out pipe gallery wallboard, and the inner side of block wall sets inner side bar planting, envelope The outside of wall sets outside bar planting, and hydro-expansive rubber bar is arranged between inner side bar planting and outside bar planting.
The present invention is easy to the block wall of dismounting by setting, and is embedded in the waterstop of the wall end of piping lane four, in needs pair When piping lane is extended, block wall can be removed in the case where not destroying overall structure and carries out extension construction, and is ensured in advance The water resistance of piping lane and newly-built piping lane in deformation joint.When needing to carry out extension to piping lane to build, can first by block wall and Stainless steel plate is removed, then formwork pours newly-built section of piping lane wallboard, is located at embedded water stop band and is newly poured wallboard center line.Due to envelope Wall is handled with piping lane wallboard linkage interface by above-mentioned measure, and removing block wall will be more convenient, and will not cause piping lane Structural damage.Block wall can not also be first removed, can be to building in advance by the block wall in later stage extension piping lane construction If piping lane is protected, it is ensured that build the normal operation of piping lane in advance.
Brief description of the drawings
Fig. 1 illustrates for temporary plugging wall construction plane
Fig. 2 is that block wall is connected and waterstop protection signal with wallboard
Fig. 3 is that block wall is connected cross section signal with wallboard
Fig. 4 is piping lane extension plane signal after block wall is removed.
Embodiment
The invention will be further described below in conjunction with the accompanying drawings.
Figure includes the connection of pipe gallery wallboard 1, block wall 2, rubber fastening band 3, pipe gallery wallboard and block wall Interface 4, stainless steel plate 5, hydro-expansive rubber bar 6, bar planting 7.
Pipe gallery temporary plugging wall construction is provided with block wall 2, rubber fastening band 3 and its protection stainless steel plate 5.Rubber Glue waterstop 3 is embedded in piping lane end wallboard center, and is encircled into a circle;Block wall 2 is arranged on apart from piping lane end 300mm position, as shown in Figure 1.
The thin portion measure of the temporary plugging wall construction is as shown in Figure 2.The side exposed outside in waterstop uses protection steel Plate is wrapped in around waterstop and protected.The protection steel plate forms the housing knot of one end open using the thick stainless steel plates 5 of 4mm Flange connector is set at structure, opening, and the shell structure is set on the outside of rubber fastening band, and its flange connector uses expansion bolt On pipe gallery wallboard 1.Dabbing processing has been carried out at the linkage interface 4 of pipe gallery wallboard and block wall until exposing Reinforcing bar.Drilled on the linkage interface 4 of pipe gallery wallboard and block wall and insert bar planting 7, bar planting is arranged using way and double-layer, Bar planting one end is located in pipe gallery wallboard 1, and the other end is stretched into block wall 2, and the length stretched into block wall 2 is 200mm Left and right(Preferably 180 ~ 220mm).Block wall and piping lane wall are used as in the circle hydro-expansive rubber of linkage interface intermediate arrangement one bar 6 The waterproof measure of plate linkage interface.Cleaning linkage interface is needed before block wall is poured and high-grade cement mortar is brushed together, most After-pouring block wall 2.Piping lane cross section is as shown in Figure 3 at block wall.
When needing to carry out piping lane 8 in advance extension construction, first block wall 2 and stainless steel plate 5 can be removed, then formwork is poured The piping lane wallboard of newly-built section of piping lane 9 is built, is located at embedded water stop band and newly pours wallboard center line.Rear piping lane plane is built up in extension Signal is as shown in Figure 4.Because block wall and piping lane wallboard linkage interface are handled by above-mentioned measure, removing block wall will be more It is convenient, and the destruction of Pipe rack will not be caused.
Above content is to combine specific preferred embodiment further description made for the present invention, it is impossible to assert Present invention specific implementation is confined to these above-mentioned explanations.For general technical staff of the technical field of the invention, Without departing from the inventive concept of the premise, some simple deduction or replace can also be made, the present invention should be all considered as belonging to Protection domain.

Claims (6)

1. a kind of construction method of pipe gallery temporary plugging wall, it is characterised in that the construction method comprises the following steps:It is A, comprehensive The pre-buried circle waterstop in end of piping lane wallboard is closed, one end of waterstop is extended to outside pipe gallery wallboard, and exposure is outside, Protection steel plate is set to protect the waterstop of exposure outside on the outside of waterstop;B, in the position away from piping lane end certain distance Install block wall.
2. the construction method of a kind of pipe gallery temporary plugging wall according to claim 1, it is characterised in that in step B Comprise the following steps again:A, at the linkage interface of pipe gallery wallboard and block wall dabbing processing is carried out until expose reinforcing bar; B, drilled on the linkage interface of pipe gallery wallboard and block wall and insert bar planting;C, in pipe gallery wallboard and block wall Linkage interface intermediate arrangement one encloses hydro-expansive rubber bar;D, cleaning linkage interface simultaneously brush one of cement mortar;D, pour envelope Wall.
3. a kind of construction method of pipe gallery temporary plugging wall according to claim 1, it is characterised in that the construction party Method also includes step C, removes block wall and protection steel plate;D, formwork pour the piping lane wallboard of newly-built section of piping lane, make embedded water stop Band, which is located at, newly pours wallboard center line.
4. the construction method of a kind of pipe gallery temporary plugging wall according to claim 1, it is characterised in that block wall is set Put in the position apart from 280 ~ 320mm of piping lane end.
5. a kind of construction method of pipe gallery temporary plugging wall according to claim 2, it is characterised in that the bar planting For double-layer double-direction bar planting, described bar planting one end is inserted in pipe gallery wallboard, and the other end is poured after stretching out pipe gallery wallboard In block wall, the inner side of block wall sets inner side bar planting, and the outside of block wall sets outside bar planting, and hydro-expansive rubber bar is set Put between inner side bar planting and outside bar planting.
6. the construction method of a kind of pipe gallery temporary plugging wall according to claim 1, it is characterised in that in step A, The protection steel plate is formed using stainless steel plate sets flange connector, the housing knot at the shell structure of one end open, opening Structure is set on the outside of rubber fastening band, and its flange connector is arranged on pipe gallery wallboard using expansion bolt.
CN201710408041.8A 2017-06-02 2017-06-02 A kind of pipe gallery temporary plugging wall construction method Pending CN107059926A (en)

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CN201710408041.8A CN107059926A (en) 2017-06-02 2017-06-02 A kind of pipe gallery temporary plugging wall construction method

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Application Number Priority Date Filing Date Title
CN201710408041.8A CN107059926A (en) 2017-06-02 2017-06-02 A kind of pipe gallery temporary plugging wall construction method

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CN107059926A true CN107059926A (en) 2017-08-18

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108360564A (en) * 2018-04-17 2018-08-03 中国冶集团有限公司 A kind of foundation bolt fixes the piping lane port temporary plugging method of prefabricated board
CN108505538A (en) * 2018-04-17 2018-09-07 中国冶集团有限公司 A kind of city integrated piping lane temporary plugging method
CN108532627A (en) * 2018-04-17 2018-09-14 中国冶集团有限公司 A kind of bolt fixes the piping lane port temporary plugging method of prefabricated board
CN108571012A (en) * 2018-06-01 2018-09-25 海门市帕源路桥建设有限公司 Piping lane construction joint integrated installation mold construction technology
CN112942426A (en) * 2021-03-30 2021-06-11 中冶京诚工程技术有限公司 Temporary plugging structure and plugging method for comprehensive pipe gallery
CN114960742A (en) * 2022-03-28 2022-08-30 中建五局土木工程有限公司 New and old pipe gallery connection construction method

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20050082101A (en) * 2004-02-17 2005-08-22 주식회사 토암산업 A concrete manhole, connecting structure and method between manhole and pipe
CN202273688U (en) * 2011-09-29 2012-06-13 沈阳铝镁设计研究院有限公司 Temporary plugging structure for underground vestibule
CN104099942A (en) * 2013-04-09 2014-10-15 上海市政工程设计研究总院(集团)有限公司 Construction method of underground reinforced concrete box culvert structure temporary closure wall
CN104099943A (en) * 2014-06-30 2014-10-15 中铁四局集团第四工程有限公司 Underground diaphragm wall and deserted underground civil air defense engineering intersection processing method
CN105401604A (en) * 2015-11-20 2016-03-16 上海市政工程设计研究总院(集团)有限公司 Reserved connecting port structure for underground pipe gallery and implementation method thereof
CN205475350U (en) * 2015-11-20 2016-08-17 上海市政工程设计研究总院(集团)有限公司 A reserved interface structure for utility tunnel

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20050082101A (en) * 2004-02-17 2005-08-22 주식회사 토암산업 A concrete manhole, connecting structure and method between manhole and pipe
CN202273688U (en) * 2011-09-29 2012-06-13 沈阳铝镁设计研究院有限公司 Temporary plugging structure for underground vestibule
CN104099942A (en) * 2013-04-09 2014-10-15 上海市政工程设计研究总院(集团)有限公司 Construction method of underground reinforced concrete box culvert structure temporary closure wall
CN104099943A (en) * 2014-06-30 2014-10-15 中铁四局集团第四工程有限公司 Underground diaphragm wall and deserted underground civil air defense engineering intersection processing method
CN105401604A (en) * 2015-11-20 2016-03-16 上海市政工程设计研究总院(集团)有限公司 Reserved connecting port structure for underground pipe gallery and implementation method thereof
CN205475350U (en) * 2015-11-20 2016-08-17 上海市政工程设计研究总院(集团)有限公司 A reserved interface structure for utility tunnel

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108360564A (en) * 2018-04-17 2018-08-03 中国冶集团有限公司 A kind of foundation bolt fixes the piping lane port temporary plugging method of prefabricated board
CN108505538A (en) * 2018-04-17 2018-09-07 中国冶集团有限公司 A kind of city integrated piping lane temporary plugging method
CN108532627A (en) * 2018-04-17 2018-09-14 中国冶集团有限公司 A kind of bolt fixes the piping lane port temporary plugging method of prefabricated board
CN108571012A (en) * 2018-06-01 2018-09-25 海门市帕源路桥建设有限公司 Piping lane construction joint integrated installation mold construction technology
CN108571012B (en) * 2018-06-01 2019-11-08 海门市帕源路桥建设有限公司 Piping lane construction joint integrated installation mold construction technology
CN112942426A (en) * 2021-03-30 2021-06-11 中冶京诚工程技术有限公司 Temporary plugging structure and plugging method for comprehensive pipe gallery
CN114960742A (en) * 2022-03-28 2022-08-30 中建五局土木工程有限公司 New and old pipe gallery connection construction method
CN114960742B (en) * 2022-03-28 2024-05-14 中建五局土木工程有限公司 New and old pipe gallery connection construction method

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