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Large-pipe-diameter manual jacking pipe for space-separated excavation and excavation construction method applying jacking pipe

A large pipe diameter and pipe jacking technology, which is applied in the construction of pipe jacking excavation and the field of artificial pipe jacking in separate warehouses, can solve the problems of manual pipe jacking difficulties, defective thixotropic mud sleeves, secondary disturbances, etc., and achieve reduction Effects of secondary excavation, reduced grouting volume, and less broken volume

Pending Publication Date: 2018-09-07
北京住总集团有限责任公司
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] The purpose of the present invention is to provide a construction method for artificial pipe jacking and pipe jacking excavation in separate warehouses with large pipe diameters, in order to solve the problem of frequent secondary disturbance of sand and pebble strata caused by artificial pipe jacking and serious soil collapse At the same time, it is necessary to solve the technical problem that the existing artificial pipe jacking is difficult, and it is easy to cause the outer wall of the subsequent concrete pipe to form a defective thixotropic mud sleeve

Method used

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  • Large-pipe-diameter manual jacking pipe for space-separated excavation and excavation construction method applying jacking pipe
  • Large-pipe-diameter manual jacking pipe for space-separated excavation and excavation construction method applying jacking pipe
  • Large-pipe-diameter manual jacking pipe for space-separated excavation and excavation construction method applying jacking pipe

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Embodiment Construction

[0045] Examples see Figure 1-4 As shown, a large-diameter sub-bin excavation artificial pipe jacking includes a tool pipe 1 made of steel plates and a concrete pipe 2 connected with the tool pipe. The tool pipe includes a blade foot section 11 and a deflection correction section 12. The internal space of the blade foot section is separated by a partition, and the cross section of the partition is "丄" shape, including a horizontal partition 3 and a vertical partition 4, and the horizontal partition 3 is located at At the position of the horizontal diameter of the cross-section of the blade foot section 11, the end surfaces on both sides of the horizontal intermediate partition 3 are fixedly connected to the inner walls of the left and right sides of the blade foot section 11, and the vertical intermediate partition 4 stands on the side of the horizontal intermediate partition 3. At the position of the upper central axis, the bottom surface of the vertical middle partition 4 is...

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Abstract

The invention discloses a large-pipe-diameter manual jacking pipe for space-separated excavation and an excavation construction method applying the jacking pipe. The jacking pipe includes a tool pipeand a concrete pipe, the tool pipe includes a blade feet section and a rectification section, the internal space of the blade feet section is divided by partition plates, the partition plates are composed of a horizontal middle partition and a vertical middle partition plate, the internal space of a steel pipe of the blade feet section is divided into three parts by the partition plats, specifically, an upper first space, an upper second space and a lower third space, and a rectifying device is fixedly connected into the jacking pipe. Through the transformation of the tool pipe, the problems of difficult jacking, large settlement and being prone to collapsing of a traditional jacking pipe in a sand pebble stratum can be solved effectively; the problems that a conventional tool pipe is large in an excavation tunnel face, secondary disturbance is more frequent in the process of manual excavation, and reinforced soil collapses in a bulk mode and falls down together with ungrouted soil atthe same time are avoided; and the efficiency of continuous work in the process of manual pipe jacking can be improved greatly, and the construction period and cost are saved.

Description

technical field [0001] The invention belongs to the field of pipe jacking construction, in particular to artificial pipe jacking in separate warehouses and a construction method using the pipe jacking excavation. Background technique [0002] With the rapid development of social economy, urban underground pipeline projects are gradually increasing. After years of development, the construction method has been developed from the original excavation construction to less or no excavation. Among them, pipe jacking construction is a construction method with little or no excavation, which provides great convenience for the passage of urban road traffic. [0003] Most of the traditional artificial pipe jacking is applied in the condition of good soil quality, but in the case of poor soil quality, a tool pipe should be added before the pipe. The traditional pipe jacking tool pipe usually consists of two parts, the blade foot and the adjustment part. The tool pipe plays an important...

Claims

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Application Information

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IPC IPC(8): E21D9/10E21D9/00E21D11/10
CPCE21D9/001E21D9/10E21D11/10
Inventor 肖宗莉赵艳伟曹承伟李会勇刘奇李双飞高鹤孙旌伟孙秀云蒋丽平郭楠耿卫红
Owner 北京住总集团有限责任公司
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