CN103742157A - Method of newly building underground space under ground by pipe jacking method - Google Patents

Method of newly building underground space under ground by pipe jacking method Download PDF

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Publication number
CN103742157A
CN103742157A CN201410030438.4A CN201410030438A CN103742157A CN 103742157 A CN103742157 A CN 103742157A CN 201410030438 A CN201410030438 A CN 201410030438A CN 103742157 A CN103742157 A CN 103742157A
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CN
China
Prior art keywords
pipe
underground space
underground
jacking
concrete
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Pending
Application number
CN201410030438.4A
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Chinese (zh)
Inventor
潘金龙
殷树芳
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GEOTECHNICAL TECHNOLOGY Co Ltd
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GEOTECHNICAL TECHNOLOGY 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.)
Filing date
Publication date
Application filed by GEOTECHNICAL TECHNOLOGY Co Ltd filed Critical GEOTECHNICAL TECHNOLOGY Co Ltd
Priority to CN201410030438.4A priority Critical patent/CN103742157A/en
Publication of CN103742157A publication Critical patent/CN103742157A/en
Pending legal-status Critical Current

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Abstract

The invention discloses a method of newly building an underground space under the ground by a pipe jacking method. The method provided by the invention aims to have the characteristics of small influence on surface buildings, fast construction speed and simple construction. The technical scheme is that the method of newly building the underground space under the ground by the pipe jacking method is carried out by the following steps: 1) excavating a vertical shaft or a foundation trench in a proper position around the ground corresponding to the underground space to be built, wherein either the vertical shaft or the foundation trench shall be deeper than the underground space; 2) jacking either steel pipes or concrete pipes into a to-be-built position in the underground space in either the vertical shaft or the foundation trench, wherein either all the steel pipes or the concrete pipes are mutually arranged in parallel, so as to form a pipe wall with a rectangular cross section; 3) gradually excavating soil in the pipes and soil in the rectangular pipe wall; 4) jacking either the steel pipes or the concrete pipes of small diameters in the soil layers between the adjacent steel pipes or the adjacent concrete pipes; and 5) drilling an injection pipe for grouting in an outer pipe; and solidifying to obtain the underground space.

Description

Method with pipe jacking method in the underground newly-built underground space
Technical field
The present invention relates to a kind of construction techniques, especially the construction method of underground building.
Background technology
Along with the quickening of urbanization process, reduce increasingly in the space that ground space can develop, and has become people's common recognition toward underground development.Because the infrastructure on ground has been tending towards saturated, therefore build the excavation form that underground building adopts and will destroy a large amount of ground installations, long in time limit, pollute greatly, bring to people's life huge constant, do not met the development need of current social.
Summary of the invention
The object of the invention is to overcome the deficiency in above-mentioned background technology, provide a kind of with pipe jacking method in the method for the underground newly-built underground space, that the method should have is little to ground Influence on Architecture, construction speed fast, the simple feature of constructing.
Technical scheme provided by the invention is: the method with pipe jacking method in the underground newly-built underground space, according to following steps, carry out:
1) first wanting to build the underground space corresponding ground periphery correct position excavating shaft or foundation ditch, the degree of depth of vertical shaft or foundation ditch should be greater than the degree of depth of the underground space;
2) in vertical shaft or foundation ditch, toward the underground space want build position level and head into steel pipe or concrete pipe, all steel pipe or concrete pipe are arranged parallel to each other, the pipe wall that to form cross section be rectangle;
3) progressively cut out earth and the rectangular tube earth within the walls in pipe;
4) in the soil layer between adjacent steel pipe or concrete pipe, then head into steel pipe or the concrete pipe that diameter is less;
5) in outer tube, pierce Grouting Pipe slip casting; After solidifying.
All steel pipes or the cylindrical of concrete pipe are tangent.
Adjacent big or small steel pipe forms an entirety by welding or connector.
The area of rectangular tube wall is greater than the cross section of design excavation.
The invention has the beneficial effects as follows: owing to excavating in the bottom of vertical shaft or foundation ditch, significantly reduced the degree that ground infrastructure is destroyed, make to repair and be more prone in the future, thereby significantly reduced cost, shortened the duration, also reduced the traffic of people's trip has been hindered, there is very high social value; The method does not also need to employ too much big machinery, and energy consumption significantly reduces; Be particularly suitable for the location excavation underground space intensive in ground infrastructure.
Accompanying drawing explanation
Fig. 1 is the excavation position view of the underground space of the present invention.
Fig. 2 is that the A-A in Fig. 1 analyses and observe structure for amplifying schematic diagram.
The specific embodiment
Below in conjunction with embodiment shown in the drawings, further illustrate.
Method with pipe jacking method in the underground newly-built underground space, according to following steps, carry out:
1) first determine and want to build the vertically ground periphery correct position of correspondence of underground space K, excavate at least one vertical shaft 1 or foundation ditch, the degree of depth of vertical shaft or foundation ditch should be greater than the degree of depth of the underground space; The length of vertical shaft or foundation ditch and width should be greater than by the steel pipe of top pressure or the length of concrete pipe;
2) vertical shaft or foundation ditch want build position level and head into steel pipe 2 or concrete pipe; The length of steel pipe or concrete pipe should be greater than the length of the horizontal plane projection of the underground space, and all steel pipe or concrete pipe are arranged parallel to each other, and forms the pipe wall that cross section (being Fig. 2) is rectangle (rectangular area is greater than the cross section of design excavation); Distance after being arranged parallel to each other should be greater than the width of the horizontal plane projection of the underground space;
All steel pipes that head into or concrete pipe should be as far as possible mutually close; Optimum selection is that the cylindrical of steel pipe or concrete pipe is tangent.
3) progressively cut out earth and the rectangular tube earth within the walls in steel pipe; Can set up on demand temporary supporting, to guarantee safety;
4) in the soil layer between adjacent steel pipe or concrete pipe, then head into steel pipe 3 or the concrete pipe that diameter is less, to be conducive to the firm of underground soil layer;
5) slip casting in the steel pipe that cuts out earth forms the concrete core steel pipe strengthening after it solidifies.
As recommendation, adjacent big or small steel-pipe welding or form an entirety by connector.

Claims (4)

1. the method in the underground newly-built underground space with pipe jacking method, according to following steps, carry out:
1) first wanting to build the underground space (K) corresponding ground periphery correct position excavating shaft (1) or foundation ditch, the degree of depth of vertical shaft or foundation ditch should be greater than the degree of depth of the underground space;
2) in vertical shaft or foundation ditch, toward the underground space want build position level and head into steel pipe (2) or concrete pipe, all steel pipe or concrete pipe are arranged parallel to each other, the pipe wall that to form cross section be rectangle;
3) progressively cut out earth and the rectangular tube earth within the walls in pipe;
4) in the soil layer between adjacent steel pipe or concrete pipe, then head into the steel pipe that diameter is less (3) or concrete pipe;
5) in outer tube, pierce Grouting Pipe slip casting; After solidifying.
2. the method for pipe jacking method in the underground newly-built underground space of using according to claim 1, is characterized in that: all steel pipes or the cylindrical of concrete pipe are tangent.
3. the method for pipe jacking method in the underground newly-built underground space of using according to claim 2, is characterized in that: adjacent big or small steel pipe forms an entirety by welding or connector.
4. the method for pipe jacking method in the underground newly-built underground space of using according to claim 3, is characterized in that: the area of rectangular tube wall is greater than the cross section of design excavation.
CN201410030438.4A 2014-01-23 2014-01-23 Method of newly building underground space under ground by pipe jacking method Pending CN103742157A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410030438.4A CN103742157A (en) 2014-01-23 2014-01-23 Method of newly building underground space under ground by pipe jacking method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410030438.4A CN103742157A (en) 2014-01-23 2014-01-23 Method of newly building underground space under ground by pipe jacking method

Publications (1)

Publication Number Publication Date
CN103742157A true CN103742157A (en) 2014-04-23

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CN (1) CN103742157A (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104265301A (en) * 2014-07-23 2015-01-07 上海隧道工程股份有限公司 Rectangular pipe jacking large-angle obliquely crossing in-tunnel construction method
CN104806274A (en) * 2015-04-20 2015-07-29 中建南方投资有限公司 Large-span long-distance underground space main body supporting integrated structure and construction method
CN104879144A (en) * 2015-05-20 2015-09-02 上海市城市建设设计研究总院 Underground excavation construction method for building underground space by array jacking pipes in soft soil area
CN104963705A (en) * 2015-07-20 2015-10-07 上海市机械施工集团有限公司 Underground space excavating and constructing method
CN105370300A (en) * 2015-11-17 2016-03-02 中铁工程装备集团有限公司 Two-layer or multi-layer underground space construction method
CN106014460A (en) * 2016-06-14 2016-10-12 中铁隧道勘测设计院有限公司 Incremental launching type underground space group construction method and application
CN107387092A (en) * 2017-07-27 2017-11-24 广州市市政工程设计研究总院 A kind of multiple rectangular top pipes are connected in parallel on the engineering method that the underground space is formed under complex environment
CN109972725A (en) * 2019-03-06 2019-07-05 张四海 A method of constructing underground automatic garage structures

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN87100318A (en) * 1987-01-23 1987-08-26 陶义 Secretly digging method with predisposed roof
KR20050092881A (en) * 2004-03-17 2005-09-23 원하종합건설 주식회사 Steel pipe roof construction method for building underground structure, roof structure therefor, and structure of steel pipe therefor
JP2008019608A (en) * 2006-07-12 2008-01-31 Data Tou:Kk Steel pipe sheet pile, steel pipe sheet pile wall, steel pipe for pipe roof and pipe roof
CN103437789A (en) * 2013-08-15 2013-12-11 北京市轨道交通设计研究院有限公司 Method for constructing water proof structure and constructing underground construction in water proof mode
KR101381325B1 (en) * 2013-05-30 2014-04-04 성은주 The non-open cut tunnel construction method using the multistage small diameter steel pipe

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN87100318A (en) * 1987-01-23 1987-08-26 陶义 Secretly digging method with predisposed roof
KR20050092881A (en) * 2004-03-17 2005-09-23 원하종합건설 주식회사 Steel pipe roof construction method for building underground structure, roof structure therefor, and structure of steel pipe therefor
JP2008019608A (en) * 2006-07-12 2008-01-31 Data Tou:Kk Steel pipe sheet pile, steel pipe sheet pile wall, steel pipe for pipe roof and pipe roof
KR101381325B1 (en) * 2013-05-30 2014-04-04 성은주 The non-open cut tunnel construction method using the multistage small diameter steel pipe
CN103437789A (en) * 2013-08-15 2013-12-11 北京市轨道交通设计研究院有限公司 Method for constructing water proof structure and constructing underground construction in water proof mode

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
中国地质学会探矿工程专业委员会: "《岩土钻掘工程文集’93全国岩土钻掘工程设备与工艺学术会议》", 31 October 1993 *

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104265301A (en) * 2014-07-23 2015-01-07 上海隧道工程股份有限公司 Rectangular pipe jacking large-angle obliquely crossing in-tunnel construction method
CN104806274A (en) * 2015-04-20 2015-07-29 中建南方投资有限公司 Large-span long-distance underground space main body supporting integrated structure and construction method
CN104879144A (en) * 2015-05-20 2015-09-02 上海市城市建设设计研究总院 Underground excavation construction method for building underground space by array jacking pipes in soft soil area
CN104963705A (en) * 2015-07-20 2015-10-07 上海市机械施工集团有限公司 Underground space excavating and constructing method
CN104963705B (en) * 2015-07-20 2017-10-27 上海市机械施工集团有限公司 A kind of underground space tunneling construction method
CN105370300A (en) * 2015-11-17 2016-03-02 中铁工程装备集团有限公司 Two-layer or multi-layer underground space construction method
CN106014460A (en) * 2016-06-14 2016-10-12 中铁隧道勘测设计院有限公司 Incremental launching type underground space group construction method and application
CN107387092A (en) * 2017-07-27 2017-11-24 广州市市政工程设计研究总院 A kind of multiple rectangular top pipes are connected in parallel on the engineering method that the underground space is formed under complex environment
CN107387092B (en) * 2017-07-27 2019-02-26 广州市市政工程设计研究总院 A kind of multiple rectangular top pipes are connected in parallel on the engineering method of the formation underground space under complex environment
CN109972725A (en) * 2019-03-06 2019-07-05 张四海 A method of constructing underground automatic garage structures
CN109972725B (en) * 2019-03-06 2020-10-09 张四海 Method for constructing underground automatic garage structure

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Application publication date: 20140423

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