Rectangular pipe jacking large-angle obliquely crossing in-tunnel construction method

A technology of rectangular pipe jacking and construction method, which is applied in the direction of earthwork drilling, mining equipment, tunnels, etc., and can solve the problems that the receiving shaft and the pipe jacking axis are not perpendicular to the receiving shaft size, and the receiving shaft cannot be set up.

Inactive Publication Date: 2015-01-07
SHANGHAI TUNNEL ENG CO LTD +2
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0003] However, with the large-scale development of urban construction and the increasing traffic pressure, in some specific environments, such as surrounding buildings, busy roads, important underground pipelines, etc., the construction site is more and more affected by the surrounding environment Therefore, it is impossible to set the usual receiving well, and it is very likely that the receiving well is not perpendicular to the axis of pipe jacking, and the size of the receiving well is much smaller than the size required for normal construction.

Method used

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  • Rectangular pipe jacking large-angle obliquely crossing in-tunnel construction method
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  • Rectangular pipe jacking large-angle obliquely crossing in-tunnel construction method

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Embodiment Construction

[0023] In order to facilitate the understanding of the structure of the present invention, the following description is given in conjunction with the drawings and embodiments.

[0024] Reference figure 1 , Is a schematic diagram of the process flow diagram of the large-angle oblique cross-entry construction method of the rectangular jacking pipe of the present invention, such as figure 1 As shown, the present invention provides a large-angle oblique crossing construction method for a rectangular jacking pipe, which combines Figure 2 to Figure 4 , Including the following steps in sequence:

[0025] Step S1, drive the pipe jacking machine 2 diagonally to the front of the working well 1, and fill the working well 1 with backfill;

[0026] Step S2, push the pipe jacking machine 2 obliquely into the working well for the first time to form the first jacking section 20;

[0027] Step S3, excavate the backfill in the working well 1, dismantle the equipment in the first jacking section 20 and...

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Abstract

The invention provides a rectangular pipe jacking large-angle obliquely crossing in-tunnel construction method, which comprises the following steps that: a pipe jacking machine performs inclined tunneling to a position in front of a work well; the work well is fully filled with backfilling soil; the pipe jacking machine is slantwise pushed into the work well and forms a jacking-in section; the backfilling soil in the work well is dug away until the jacking-in section is completely exposed; the jacking-in section is dismounted and is hung out from the work well; a breast board is complementally welded in a jacking-in section cutting position on the pipe jacking machine; the steps after the operation of pushing the pipe jacking machine into the work well are repeated until a case of the pipe jacking machine completely enters the work well; and a rest part of the case of the pipe jacking machine is connected with the work well for completing the passage breakthrough. The method provided by the invention solves the problem of pipe jacking large-angle obliquely crossing in-tunnel construction, and successfully realizes the passage breakthrough.

Description

Technical field [0001] The invention relates to a method for pipe jacking into a tunnel, in particular to a construction method for a rectangular pipe jacking to enter a tunnel at a large angle. Background technique [0002] In the construction of urban underground projects, rectangular pipe jacking is widely used, such as subway station entrances and exits, underground passages, etc. The construction of this kind of project needs to have one working well for pipe jacking (namely starting well) and one working well for pipe jacking (namely receiving well). Generally, in engineering design, the launch well and the receiving well are perpendicular to the pipe jacking axis and meet the size requirements of the pipe jacking for normal launch and arrival. [0003] However, with the large-scale development of urban construction and increasing traffic pressure, under certain circumstances, such as surrounding buildings, busy roads, and important underground pipelines, construction sites ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D9/00
CPCE21D9/00
Inventor 巴雅吉呼舒刚强张冠军徐连刚石元奇张琛刘峰王虎蒋威
Owner SHANGHAI TUNNEL ENG CO LTD
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