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Press-in type pipe shed supporting structure used for weak stratum tunnel

A technology of weak strata and supporting structure, applied in tunnels, tunnel linings, underground chambers, etc., can solve the problems of inaccurate positioning of the elevation angle of the pipe shed, unsatisfactory control of settlement effect, and inability to effectively prevent seepage and water.

Active Publication Date: 2016-07-06
SHANGHAI TUNNEL ENG CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

At present, the problems existing in the grouting support of the pipe shed are mainly the inaccurate positioning of the elevation angle and spacing of the pipe shed during construction, the effect of controlling the settlement is not ideal, and the effect of preventing seepage and water can not be well achieved

Method used

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  • Press-in type pipe shed supporting structure used for weak stratum tunnel
  • Press-in type pipe shed supporting structure used for weak stratum tunnel
  • Press-in type pipe shed supporting structure used for weak stratum tunnel

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Embodiment Construction

[0023] Embodiments of the present invention are described below through specific examples, and those skilled in the art can easily understand other advantages and effects of the present invention from the content disclosed in this specification. The present invention can also be implemented or applied through other different specific implementation modes, and various modifications or changes can be made to the details in this specification based on different viewpoints and applications without departing from the spirit of the present invention.

[0024] The press-in type pipe-shelf support structure used for soft ground tunnels of the present invention is introduced below in conjunction with the accompanying drawings:

[0025] Such as figure 1 and figure 2 As shown, the press-in type pipe-shelf support structure for tunnels in soft ground according to the present invention includes at least one pipe-shelf section 10 . Each pipe shed section 10 includes a plurality of flat s...

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Abstract

The invention discloses a press-in type pipe shed supporting structure used for a weak stratum tunnel. The press-in type pipe shed supporting structure comprises at least one pipe shed section. Each pipe shed section comprises a plurality of flat steel pipe sets inserted into a soil layer, wherein the flat steel pipe sets are adjacently arranged to form the arched pipe shed section. Each flat steel pipe set is formed by connecting a plurality of flat steel pipe sections end to end in an inserting mode, and the adjacent flat steel pipe sets are connected through buckle assemblies. Through the flat structure of the flat steel pipe sections, the stress area of the steel pipe sections and upper loads is enlarged, and therefore the strength of the supporting structure is improved. Internal reinforcing ribs inside the flat steel pipe sections can improve the vertical pressure bearing capacity of the flat steel pipe sections, and therefore the compressive strength of a pipe shed is improved. The flat steel pipe sets are connected through the buckle assemblies which can be used for connecting the adjacent flat steel pipe sets and also play a role of water stopping so as to prevent underground water from seeping into the pipe shed.

Description

technical field [0001] The invention belongs to the field of tunnel construction, in particular to a press-in type pipe shed support structure for tunnels in soft ground. Background technique [0002] The traditional pipe roof grouting support is to drive a group of circular steel pipes into the ground along the drilled holes outside the excavation outline, and combine them with the steel arch to form a powerful scaffold pre-support reinforcement system. The support comes from The load on the upper part of the pipe shed is pressurized and grouted into the formation through the grouting holes arranged in the plum blossom shape of the steel pipe to strengthen the weak and broken formation and improve the self-stabilization ability of the formation. At present, the problems existing in the grouting support of the pipe shed are mainly the inaccurate positioning of the elevation angle and spacing of the pipe shed during construction, the subsidence control effect is not ideal, an...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D11/20E21D11/24E21D11/10E21D11/38
CPCE21D9/001E21D11/105E21D11/20E21D11/24E21D11/38
Inventor 潘伟强朱雁飞王建秀殷尧刘笑天马悦诚瞿建勋张荣辉舒钢强
Owner SHANGHAI TUNNEL ENG CO LTD
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