CN109827006A - A kind of construction method of non-horizontal push pipe - Google Patents

A kind of construction method of non-horizontal push pipe Download PDF

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Publication number
CN109827006A
CN109827006A CN201910057600.4A CN201910057600A CN109827006A CN 109827006 A CN109827006 A CN 109827006A CN 201910057600 A CN201910057600 A CN 201910057600A CN 109827006 A CN109827006 A CN 109827006A
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CN
China
Prior art keywords
push pipe
wedge
guide base
slope
tube coupling
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
CN201910057600.4A
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Chinese (zh)
Inventor
丁仕辉
汪永剑
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangdong No 2 Hydropower Engineering Co Ltd
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Guangdong No 2 Hydropower Engineering 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 Guangdong No 2 Hydropower Engineering Co Ltd filed Critical Guangdong No 2 Hydropower Engineering Co Ltd
Priority to CN201910057600.4A priority Critical patent/CN109827006A/en
Publication of CN109827006A publication Critical patent/CN109827006A/en
Pending legal-status Critical Current

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Abstract

The invention discloses a kind of construction methods of non-horizontal push pipe, are related to trenchless prop pipelining field, originate on the borehole wall intend building, by design altitude and the pre-buried guide pipe of push pipe slope;On the bottom plate of starting well, guide base identical with push pipe slope is built, is disposed with guide rail used in push pipe on guide base;Wedge-shaped backrest is built in the push pipe back seat inner surface of starting well, the one side far from push pipe back seat is vertical with the working face of guide base in wedge-shaped backrest;When push pipe operation, tube coupling is hung on the guide rail of guide base, it is docked with by the tube head of push pipe the front end of tube coupling, the rear end of tube coupling is connect by front end potential dividing ring with the actuating station of jack group, after ready, implement push pipe work, the actuating station of jack group releases tube coupling, tube coupling, into hole, realizes non-horizontal, big slope jacking construction along push pipe slope.

Description

A kind of construction method of non-horizontal push pipe
Technical field
The present invention relates to trenchless prop pipelining field, especially a kind of construction method of non-horizontal push pipe.
Background technique
Jacking construction is exactly a kind of construction method that pipeline is laid with using no-dig technique mode, i.e., in the active well of pipe design It is interior to use artificial or pipe jacking tunnelling machine head transverse direction mine working;Using jack by the piecewise jacking of pipeline, and driving is discharged Dregs outward transport, is completed until push pipe is laid with.This method efficiently solve in piping laying construction to the destruction of inhering architecture and The problems such as blocking that traffic route is formed, creates the fine environment an of civilized construction for urban construction.
General pipe-jacking project is mostly the push pipe of horizontal push pipe or slope very little, and the push pipe of small slope can be pushed up by adjustment The orientation of pipe die carries out pushing tow, however, the offset distance adjustment radian of push pipe head is then when to carry out big slope push pipe It is limited by the rigidity of the pipe of pipeline and the connection type of pipe;When the rigidity of pipeline is bigger, offset adjustment amount is then smaller.Such as steel pipe Jacking construction just seriously receive push pipe head offset distance adjustment radian limitation, therefore, by adjustment push pipe head take It is difficult to realize to the pipeline laying for carrying out larger slope.When solving push pipe pipeline beginning and the big drop of terminal in Practical Project It can be realized by adjusting the top mouth of pipe elevation and receiving port elevation of upper pipe working well.But in some special circumstances, push pipe work It cannot achieve the adjustment of top mouth of pipe elevation and receiving port elevation as well, the piping work of big drop can only often use open cut pipe laying It solves, time-consuming, laborious and influence surrounding enviroment.
The construction of push pipe is carried out in the active well (starting well) of push pipe, and conventional push pipe starting well bottom plate is usual Built into it is horizontal, so as to jacking construction equipment arrangement and tube coupling placement;Push pipe back seat is built into perpendicular to starting well Bottom plate, so that push pipe group jack provides horizontally-supported counter-force.In some special circumstances, jacking construction need to be laid with slope When biggish pipeline, conventional push pipe starting well construction is difficult to meet construction requirement, needs to carry out the innovation of technology.
Summary of the invention
The purpose of the present invention is to provide a kind of construction method of non-horizontal push pipe, and it is suitable for the push pipes of big slope.
The solution that the present invention solves its technical problem is: a kind of construction method of non-horizontal push pipe, including following step Suddenly,
1) it is originated on the borehole wall intend building, by design altitude and the pre-buried guide pipe of push pipe slope;
2) on the bottom plate of starting well, guide base identical with push pipe slope is built, is disposed with push pipe on guide base Guide rail used;
3) wedge-shaped backrest is built in the push pipe back seat inner surface of starting well, the one side of wedge-shaped backrest is close to push pipe back seat Medial surface, the one side in wedge-shaped backrest far from push pipe back seat are vertical with the working face of guide base;
4) jack group is connect by rear end potential dividing ring with wedge-shaped backrest;
5) when push pipe operation, tube coupling to be hung on the guide rail of guide base, the front end of tube coupling is docked with by the tube head of push pipe, The rear end of tube coupling is connect by front end potential dividing ring with the actuating station of jack group, after ready, implements push pipe work.
As a further improvement of the above technical scheme, the push pipe slope is defined as k, 0.087 k≤1 <.
As a further improvement of the above technical scheme, the working face of the guide base and the angle of horizontal plane are α, 5 ° α≤45 ° <.
As a further improvement of the above technical scheme, the guide base and wedge-shaped backrest use steel construction or concrete Structure fabrication.
As a further improvement of the above technical scheme, wedge-shaped backrest and push pipe back seat are by being rigidly connected into a stress It is whole.
The beneficial effects of the present invention are: the present invention is oriented to base by building guide base and wedge-shaped backrest in starting well The working face of seat matches with push pipe slope, and the actuating station of jack group releases tube coupling, tube coupling along push pipe slope into hole, reality Existing non-horizontal, big slope jacking construction.Push pipe slope range in the present invention be (0.087,1], can not be in existing level It is realized in push pipe.
Detailed description of the invention
To describe the technical solutions in the embodiments of the present invention more clearly, make required in being described below to embodiment Attached drawing is briefly described.Obviously, described attached drawing is a part of the embodiments of the present invention, rather than is all implemented Example, those skilled in the art without creative efforts, can also be obtained according to these attached drawings other designs Scheme and attached drawing.
Structural schematic diagram when Fig. 1 is present invention construction.
Specific embodiment
It is carried out below with reference to technical effect of the embodiment and attached drawing to design of the invention, specific structure and generation clear Chu is fully described by, to be completely understood by the purpose of the present invention, feature and effect.Obviously, described embodiment is this hair Bright a part of the embodiment, rather than whole embodiments, based on the embodiment of the present invention, those skilled in the art are not being paid Other embodiments obtained, belong to the scope of protection of the invention under the premise of creative work.In addition, be previously mentioned in text All connection/connection relationships not singly refer to that component directly connects, and referring to can be added deduct according to specific implementation situation by adding Few couple auxiliary, Lai Zucheng more preferably coupling structure.
Referring to Fig.1, a kind of construction method of non-horizontal push pipe, includes the following steps,
1) according to specific geological state, surrounding enviroment, the diameter of tube coupling, length, push pipe plant and down tube side Formula, out indigenous method etc., determine the shape of 1 structure type of starting well and well and the size of size;
2) it is originated on the borehole wall 2 intend building, by design altitude and the pre-buried guide pipe 3 of push pipe slope, the axis of guide pipe 3 Parallel with the axis of push pipe, push pipe slope is defined as k, 0.087 k≤1 <;The generally common straight line of slope and axis of abscissas angle Tangent or the difference of ordinate and the ratio of difference of abscissa of two o'clock indicate;
3) on the bottom plate 12 of starting well 1, guide base 11 identical with push pipe slope is built, guide base 11 uses steel Structure or concrete structure make, and are disposed with guide rail 9 used in push pipe on guide base 11;
4) wedge-shaped backrest 10 is built in 5 inner surface of push pipe back seat of starting well 1, the one side of wedge-shaped backrest 10 is close to push pipe The medial surface of back seat 5, the one side in wedge-shaped backrest 10 far from push pipe back seat 5 is vertical with the working face of guide base 11, and wedge shape is leaned on One side and push pipe axis in back 10 far from push pipe back seat 5 is also vertical, and wedge-shaped backrest 10 uses steel construction or concrete structure system Make;
5) wedge-shaped backrest 10 is with push pipe back seat 5 by being rigidly connected into a stress entirety;
6) jack group is connect by rear end potential dividing ring 6 with wedge-shaped backrest 10;
7) when push pipe operation, tube coupling is hung in into starting well, and be put on the guide rail 9 of guide base 11, the front end of tube coupling with It is docked by the tube head of push pipe 4, the rear end of tube coupling is connect by front end potential dividing ring 8 with the actuating station of jack group 7, ready Afterwards, jack group 7 implements push pipe work.
Push pipe slope is defined as k, 0.087 k≤1 <, push pipe angular range corresponding to push pipe slope be (5 °, 45 °], phase The working face of guide base 11 and the angle of horizontal plane answered are α, 5 ° of α≤45 ° <, which refers to locating for bottom plate 12 Horizontal plane.
Rigid connection between aforementioned wedge backrest 10 and push pipe back seat 5, which is referred to, is fixed or is led to by reinforcement welding The mode for crossing connection crab bolt is connected and fixed.
It is to be illustrated to better embodiment of the invention, but the invention is not limited to the reality above Example is applied, those skilled in the art can also make various equivalent modifications on the premise of without prejudice to spirit of the invention or replace It changes, these equivalent variation or replacement are all included in the scope defined by the claims of the present application.

Claims (5)

1. a kind of construction method of non-horizontal push pipe, it is characterised in that: include the following steps,
1) it is originated on the borehole wall intend building, by design altitude and the pre-buried guide pipe of push pipe slope;
2) on the bottom plate of starting well, guide base identical with push pipe slope is built, is disposed with used in push pipe on guide base Guide rail;
3) wedge-shaped backrest is built in the push pipe back seat inner surface of starting well, the one side of wedge-shaped backrest is close to the inside of push pipe back seat Face, the one side in wedge-shaped backrest far from push pipe back seat are vertical with the working face of guide base;
4) jack group is connect by rear end potential dividing ring with wedge-shaped backrest;
5) when push pipe operation, tube coupling is hung on the guide rail of guide base, the front end of tube coupling is docked with by the tube head of push pipe, tube coupling Rear end connect with the actuating station of jack group by front end potential dividing ring, after ready, implementation push pipe work.
2. the construction method of non-horizontal push pipe according to claim 1, it is characterised in that: the push pipe slope is defined as k, 0.087 k≤1 <.
3. the construction method of non-horizontal push pipe according to claim 2, it is characterised in that: the working face of the guide base Angle with horizontal plane is α, 5 ° of α≤45 ° <.
4. the construction method of non-horizontal push pipe according to claim 1, it is characterised in that: the guide base and wedge shape are leaned on Back is made of steel construction or concrete structure.
5. the construction method of non-horizontal push pipe according to claim 1, it is characterised in that: wedge-shaped backrest and push pipe back seat are logical It crosses and is rigidly connected into a stress entirety.
CN201910057600.4A 2019-01-22 2019-01-22 A kind of construction method of non-horizontal push pipe Pending CN109827006A (en)

Priority Applications (1)

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CN201910057600.4A CN109827006A (en) 2019-01-22 2019-01-22 A kind of construction method of non-horizontal push pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910057600.4A CN109827006A (en) 2019-01-22 2019-01-22 A kind of construction method of non-horizontal push pipe

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CN109827006A true CN109827006A (en) 2019-05-31

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112252331A (en) * 2020-08-28 2021-01-22 河海大学 Deep foundation pit inclined support supporting structure and construction method
CN112267892A (en) * 2020-08-28 2021-01-26 春涛国际建筑有限公司 Secondary pipe jacking construction operation method and system

Citations (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3909224C1 (en) * 1989-03-21 1990-08-16 Michael Dipl.-Ing. 4000 Duesseldorf De Bern Thrust-boring slide for accommodating a conventional horizontal drilling implement
CN1065713A (en) * 1991-04-12 1992-10-28 冯树刚 Spring push pipe penetrating ground method and device thereof
JPH07180484A (en) * 1993-12-22 1995-07-18 Odakyu Kensetsu Kk Steel pipe jacking method and device
JP2005344367A (en) * 2004-06-03 2005-12-15 Kubota Corp Pipelayer
CN102168563A (en) * 2011-03-18 2011-08-31 同济大学 Static pressure jack-in method of pipe sheds or small ducts
RU2462641C2 (en) * 2010-04-02 2012-09-27 Закрытое акционерное общество "АВА Гидросистемы" Device for driving pipes in soil
CN103938703A (en) * 2014-05-07 2014-07-23 中国五冶集团有限公司 Pipe jacking construction method
CN204420314U (en) * 2014-12-31 2015-06-24 广州中船船用柴油机有限公司 Push-bench section of jurisdiction advancing means
CN105240019A (en) * 2015-09-24 2016-01-13 中国石油天然气集团公司 Pipe jacking construction method
CN106988751A (en) * 2017-04-07 2017-07-28 杜少平 Pipe with small pipe diameter drainage pipeline push pipe equipment and pipe jacking construction method
JP2018017698A (en) * 2016-07-29 2018-02-01 株式会社熊谷組 Method for monitoring pipe state in installing pipe underground
CN108916467A (en) * 2018-06-08 2018-11-30 中国五冶集团有限公司 Heavy caliber sigmoid curve pipe jacking construction method
CN208168899U (en) * 2018-04-18 2018-11-30 天津市管道工程集团有限公司 A kind of push pipe is appeared water sealing structure

Patent Citations (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3909224C1 (en) * 1989-03-21 1990-08-16 Michael Dipl.-Ing. 4000 Duesseldorf De Bern Thrust-boring slide for accommodating a conventional horizontal drilling implement
CN1065713A (en) * 1991-04-12 1992-10-28 冯树刚 Spring push pipe penetrating ground method and device thereof
JPH07180484A (en) * 1993-12-22 1995-07-18 Odakyu Kensetsu Kk Steel pipe jacking method and device
JP2005344367A (en) * 2004-06-03 2005-12-15 Kubota Corp Pipelayer
RU2462641C2 (en) * 2010-04-02 2012-09-27 Закрытое акционерное общество "АВА Гидросистемы" Device for driving pipes in soil
CN102168563A (en) * 2011-03-18 2011-08-31 同济大学 Static pressure jack-in method of pipe sheds or small ducts
CN103938703A (en) * 2014-05-07 2014-07-23 中国五冶集团有限公司 Pipe jacking construction method
CN204420314U (en) * 2014-12-31 2015-06-24 广州中船船用柴油机有限公司 Push-bench section of jurisdiction advancing means
CN105240019A (en) * 2015-09-24 2016-01-13 中国石油天然气集团公司 Pipe jacking construction method
JP2018017698A (en) * 2016-07-29 2018-02-01 株式会社熊谷組 Method for monitoring pipe state in installing pipe underground
CN106988751A (en) * 2017-04-07 2017-07-28 杜少平 Pipe with small pipe diameter drainage pipeline push pipe equipment and pipe jacking construction method
CN208168899U (en) * 2018-04-18 2018-11-30 天津市管道工程集团有限公司 A kind of push pipe is appeared water sealing structure
CN108916467A (en) * 2018-06-08 2018-11-30 中国五冶集团有限公司 Heavy caliber sigmoid curve pipe jacking construction method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112252331A (en) * 2020-08-28 2021-01-22 河海大学 Deep foundation pit inclined support supporting structure and construction method
CN112267892A (en) * 2020-08-28 2021-01-26 春涛国际建筑有限公司 Secondary pipe jacking construction operation method and system
CN112252331B (en) * 2020-08-28 2022-05-17 杭州京杭运河二通道建设投资有限公司 Deep foundation pit inclined support supporting structure and construction method

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Application publication date: 20190531