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CN208687098U - A kind of jacking construction structure - Google Patents

A kind of jacking construction structure Download PDF

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Publication number
CN208687098U
CN208687098U CN201821405484.8U CN201821405484U CN208687098U CN 208687098 U CN208687098 U CN 208687098U CN 201821405484 U CN201821405484 U CN 201821405484U CN 208687098 U CN208687098 U CN 208687098U
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CN
China
Prior art keywords
prefabricated
parados
active well
jacking construction
prefabricated rear
Prior art date
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Active
Application number
CN201821405484.8U
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Chinese (zh)
Inventor
戴维
刘洋
袁海波
张强
敖凌宇
李云宾
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.)
Construction Engineering Co Ltd of China Railway No 5 Engineering Group Co Ltd
Original Assignee
Construction Engineering Co Ltd of China Railway No 5 Engineering Group Co Ltd
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Priority to CN201821405484.8U priority Critical patent/CN208687098U/en
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Publication of CN208687098U publication Critical patent/CN208687098U/en
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Abstract

The utility model discloses a kind of jacking construction structures, including the prefabricated rear parados for being mounted in active well, there is arc surface and burnishing surface on the prefabricated rear parados, wherein, the inner wall that rubber pad is used to be resisted against active well is equipped with after arc surface, burnishing surface is opposite with arc surface, and jack is connected on burnishing surface, the other end of jack is resisted against on the push pipe being installed on active well inner wall, and the upper surface of prefabricated rear parados is connect by hoist cable with lifting appliance;The utility model is using the prefabricated rear parados of arc, it is lifted by crane by pre-buried hanging ring, the rotation of all angles can be realized in active well, can effectively solved prefabricated rear parados in jacking construction and be not suitable for the operation of different angle push pipe, parados frequent installing and dismounting after prefabricated, the problem of influencing construction speed.

Description

A kind of jacking construction structure
Technical field
The utility model relates to a kind of jacking construction structures, belong to municipal works pipe culvert construction field.
Background technique
With rapid development of economy, the living standard of the people is continuously improved, and the requirement to infrastructure construction is also continuous Promotion.Municipal administration is vertical to close piping lane, is exactly the comprehensive corridor of underground urban duct, i.e., builds a tunnel space in Urban Underground, will Electric power, communication, the various utilities pipelines such as combustion gas, heat supply, plumbing are integrated in one, and have obtained special attention in recent years. In order to guarantee not influence the normal operation of ground traffic, reaches a timing in piping lane cutting depth, generally use the mode of push pipe Construction.In pipe-jacking project, the selection of pushing tow structure is extremely important, and good pushing tow organization plan can both save man power and material's drop Low cost in turn, ensures that jacking quality and progress.In the case where duration anxiety, it usually needs to both direction in active well Jacking, common jacking construction structure can only need to remove existing rear parados when pushing tow direction changes to a direction pushing tow, then Again prefabricated, cause the waste of resource and duration.
Utility model content
Technical problem to be solved by the utility model is: a kind of jacking construction structure is provided, to solve in current active well Parados after frequent installing and dismounting is prefabricated when different angle push pipe operation, there are large labor intensities, and working efficiency is low, influence to construct into The problem of spending.
The technical solution of the utility model is: a kind of jacking construction structure, including prefabricated rear parados, and prefabricated rear parados is placed In in round-seal reservoir, there is arc surface and burnishing surface on the prefabricated rear parados, wherein have rubber pad after arc surface, support Lean against on the inner wall of active well, burnishing surface is opposite with arc surface, be connected with 2 jack on burnishing surface, jack it is another One end is resisted against on push pipe to be promoted.
Parados upper surface is pre-buried there are two round steel hanging ring after prefabricated, and two round steel hanging rings are connect with hoist cable, after realization is prefabricated The rotation and recycling of parados.
Two hanging ring centers are overlapped with prefabricated rear parados center of gravity, and are arranged symmetrically in the two sides of prefabricated rear parados center of gravity.
The arc surface and the active well borehole wall of the prefabricated rear parados are tangent.
The utility model has the beneficial effects that compared with prior art, the utility model is passed through using the prefabricated rear parados of arc Pre-buried hanging ring, hoist cable and lifting appliance, can in active well flexible rotating position, can effectively solve prefabricated back in jacking construction Wall is not suitable for the operation of different angle push pipe, it is prefabricated after the frequent installing and dismounting of parados, the problem of influencing construction speed.Meanwhile it is prefabricated Parados side side is burnishing surface after arc is prefabricated, and the other side is arc surface, and burnishing surface connects jack, push pipe can be effectively ensured Uniform force and active well are stablized.The utility model structure is simple, easy to make quick, is particularly suitable in jacking construction any Angle single tube jacking construction uses, and can bring great convenience for jacking construction, improve the working efficiency of jacking construction.
Detailed description of the invention
Fig. 1 is the prefabricated rear parados schematic diagram of the utility model;
Fig. 2 is the prefabricated back wall top pipe construction schematic diagram of the utility model;
Fig. 3 is the pre-buried hanging ring schematic diagram of prefabricated rear parados of the utility model;
Fig. 4 is the prefabricated rear parados lifting schematic diagram of the utility model;
In attached drawing, 1, active well, 2, push pipe, 3, prefabricated rear parados, 4, jack, 5, rubber pad, 6, hanging ring, 7, hoist cable.
Specific embodiment
With reference to the accompanying drawing and utility model is described further in specific embodiment:
Referring to figs. 1 to Fig. 4, according to a kind of jacking construction structure of the utility model, including it is prefabricated after parados 3, rubber pad 5, Jack 4, hanging ring 6.There is arc surface and burnishing surface, wherein have rubber pad 5 after arc surface, for supporting after prefabricated on parados 3 On the inner wall for leaning against active well 1, burnishing surface is opposite with arc surface, for connecting jack 4, in one example, after prefabricated 3 plane of parados is in arcuation, is burnishing surface by center of circle side, and lateral surface is arc surface, the arc surface of preferably prefabricated rear parados 3 and work 1 borehole wall of well is tangent, to guarantee the reliable and stable of 2 uniform force of push pipe and active well.
The upper surface of parados 3 is connect by hoist cable 7 with lifting appliance after prefabricated.In one example, the parados 3 after prefabricated Upper surface is pre-buried there are two round steel hanging ring 6, and two round steel hanging rings 6 preferably centered on 3 center of gravity of prefabricated rear parados, are arranged symmetrically in Two sides, two round steel hanging rings 6 are respectively connect with a hoist cable 7, and two hoist cables 7 are connect with lifting appliance, by lifting appliance realize it is prefabricated after The adjustment of parados 3.In other examples, it can also need to adjust the quantity and arrangement of round steel hanging ring 6 according to load-bearing and lifting. So prefabricated rear parados 3 can rotate in active well 1, complete the propulsion of all directions pipe culvert.
When construction, prefabricated rear parados 3 is hung in active well 1 by lifting appliance first, adjustment is at suitable position It sets, i.e., its arc surface is resisted against on the borehole wall of active well 1, burnishing surface face push pipe 2;4 one end of jack is resisted against again smooth On face, the other end is resisted against on the push pipe 2 being installed on 1 inner wall of active well.When constructing to different angle, it is only necessary to by thousand Jin top 4 removes, then the position of prefabricated rear parados 3 is adjusted by lifting appliance, finally installs jack 4.
It, cannot the above content is specific preferred embodiment further detailed description of the utility model is combined Assert that the specific implementation of the utility model is only limited to these instructions.For the ordinary skill of the utility model technical field For personnel, without departing from the concept of the premise utility, a number of simple deductions or replacements can also be made, should all regard To belong to the protection scope of the utility model.

Claims (4)

1. a kind of jacking construction structure, it includes prefabricated rear parados (3), and prefabricated rear parados (3) is placed in active well (1), Be characterized in that: the prefabricated rear parados (3) includes arc surface and burnishing surface, wherein have rubber pad (5) after arc surface, to It being resisted against on the inner wall of active well (1), burnishing surface is opposite with arc surface, it is connected with 2 jack (4) on burnishing surface, thousand The other end on jin top (4) is resisted against on push pipe to be promoted (2).
2. jacking construction structure according to claim 1, it is characterised in that: parados (3) upper surface is embedded with after prefabricated Two round steel hanging rings (6), two round steel hanging rings (6) are connect with hoist cable (7), realize the rotation and recycling of prefabricated rear parados (3).
3. jacking construction structure according to claim 2, it is characterised in that: two hanging rings (6) center and prefabricated rear parados (3) Center of gravity is overlapped, and is arranged symmetrically in the two sides of prefabricated rear parados (3) center of gravity.
4. jacking construction structure according to claim 1, it is characterised in that: it is described it is prefabricated after parados (3) arc surface with Active well (1) borehole wall is tangent.
CN201821405484.8U 2018-08-29 2018-08-29 A kind of jacking construction structure Active CN208687098U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821405484.8U CN208687098U (en) 2018-08-29 2018-08-29 A kind of jacking construction structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821405484.8U CN208687098U (en) 2018-08-29 2018-08-29 A kind of jacking construction structure

Publications (1)

Publication Number Publication Date
CN208687098U true CN208687098U (en) 2019-04-02

Family

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CN201821405484.8U Active CN208687098U (en) 2018-08-29 2018-08-29 A kind of jacking construction structure

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110485469A (en) * 2019-08-08 2019-11-22 南方工程检测修复技术研究院 Round-seal reservoir and its construction method can be recycled by the integrated assembled of wall after one kind
CN110485466A (en) * 2019-08-08 2019-11-22 南方工程检测修复技术研究院 Circular work hole and its construction method can be recycled in a kind of assembled of reserved door opening
CN110485467A (en) * 2019-08-08 2019-11-22 郑州安源工程技术有限公司 It is a kind of to preset the recyclable rectangle active well of detachable door opening, the sliding rear assembled by wall and its construction method
CN111173990A (en) * 2020-01-07 2020-05-19 太平洋建设集团有限公司 Bearing mechanism for underground pipeline jacking device and construction method
CN111457158A (en) * 2020-05-15 2020-07-28 北京市政建设集团有限责任公司 Push pipe construction structures convenient to installation
CN112212069A (en) * 2020-09-01 2021-01-12 中国十七冶集团有限公司 Auxiliary device capable of adjusting stress of jacking pipe and construction method

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110485469A (en) * 2019-08-08 2019-11-22 南方工程检测修复技术研究院 Round-seal reservoir and its construction method can be recycled by the integrated assembled of wall after one kind
CN110485466A (en) * 2019-08-08 2019-11-22 南方工程检测修复技术研究院 Circular work hole and its construction method can be recycled in a kind of assembled of reserved door opening
CN110485467A (en) * 2019-08-08 2019-11-22 郑州安源工程技术有限公司 It is a kind of to preset the recyclable rectangle active well of detachable door opening, the sliding rear assembled by wall and its construction method
CN110485467B (en) * 2019-08-08 2021-05-04 郑州安源工程技术有限公司 Assembled recyclable rectangular working well with preset detachable door opening and sliding type rear wall and construction method thereof
CN111173990A (en) * 2020-01-07 2020-05-19 太平洋建设集团有限公司 Bearing mechanism for underground pipeline jacking device and construction method
CN111457158A (en) * 2020-05-15 2020-07-28 北京市政建设集团有限责任公司 Push pipe construction structures convenient to installation
CN112212069A (en) * 2020-09-01 2021-01-12 中国十七冶集团有限公司 Auxiliary device capable of adjusting stress of jacking pipe and construction method

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