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Colluvial clay tunnel pipe shed structure and colluvial clay tunnel construction method

A tunnel pipe and shed structure technology, applied in tunnels, tunnel linings, earthwork drilling and mining, etc., can solve the problems of large hidden dangers of collapse of landslide deposits, achieve strong bearing capacity, and avoid affecting construction or accidents

Pending Publication Date: 2017-11-24
THE THIRD ENG CO LTD OF THE HIGHWAY ENG BUREAU OF CCCC +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The present invention aims to provide a tube shed structure for avalanche deposits in order to solve the problem that existing structures and construction methods cannot carry out loads of avalanche deposits well, and the hidden danger of collapse of avalanche deposits during construction is relatively large The problem

Method used

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  • Colluvial clay tunnel pipe shed structure and colluvial clay tunnel construction method
  • Colluvial clay tunnel pipe shed structure and colluvial clay tunnel construction method
  • Colluvial clay tunnel pipe shed structure and colluvial clay tunnel construction method

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Embodiment 1

[0052] figure 1 It is a structural schematic diagram of the pipe shed structure 100 of the collapsing body tunnel in the embodiment of the present invention, figure 2 yes figure 1 Sectional view along line A-A; image 3 for figure 1 A longitudinal sectional view of the pipe-shelf structure 100 of the collapsing body tunnel along the depth direction of the tunnel; Figure 4 It is a view when the tunnel pipe shed structure 100 of the avalanche deposit in this embodiment is installed in the avalanche deposit T0. Please cooperate with reference figure 1 , figure 2 , image 3 , Figure 4 , the tunnel pipe shed structure 100 of the collapsing body in this embodiment includes the guide wall 10 , the main body 30 of the guide pipe 20 and the connecting body 40 . The guide wall 10 is an arched structure matching the section of the tunnel. The guide wall 10 has a plurality of guide holes K1. The guide tube 20 corresponds to each guide hole K1 , one end of the guide tube 20 i...

Embodiment 2

[0061] Figure 7 It is a flowchart of the construction method of the collapsing body tunnel in the second embodiment of the present invention. See Figure 7 (Cooperate with referring to other views in the first embodiment), the present embodiment provides a construction method of the landslide body tunnel, which includes the following steps, the construction step of the pipe shed structure: the entrances at the two ends of the tunnel are respectively set in the first embodiment The pipe shed structure 100 of the collapsing body tunnel;

[0062] Tunnel excavation steps: both ends of the tunnel are excavated at the same time until they are connected to each other;

[0063] Wherein, the installation step of the pipe shed structure includes pouring a guide wall 10 outside the tunnel entrance, and the guide wall 10 has a guide hole K1;

[0064] Insert the guide pipe 20 from the guide hole K1, and make the opposite grouting ports K2 of the adjacent guide pipes 20 face each other ...

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Abstract

The invention relates to a tunnel construction technology, aims at solving the problem that an existing structure and construction method cannot well achieve bearing of the colluvial clay and provides a colluvial clay tunnel pipe shed structure and a colluvial clay tunnel construction method. The colluvial clay tunnel pipe shed structure comprises a guide wall, guide tube main bodies and connection bodies. The guide wall is provided with multiple guide holes, the guide tubes correspond to all the guide holes respectively, one end of each guide tube is inserted into the colluvial clay, and the other end of each guide tube is fixedly connected to the guide wall. Multiple grouting openings are formed in the peripheries of the guide tubes, so that grouting into the colluvial clay is achieved. Two rows of cylindrical ground surface grouting bodies are arranged outside the colluvial clay, and cylindrical in-cave grouting bodies which are distributed in a radial pattern are arranged on the bottom of the colluvial clay, so that the colluvial clay is prevented from collapsing, and the construction safety is ensured. The colluvial clay tunnel pipe shed structure and the colluvial clay tunnel construction method have the advantages that the structure has high bearing capacity and can achieve effective bearing for upper broken slope accumulation.

Description

technical field [0001] The invention relates to a tunnel construction technology, in particular to a pipe shed structure of a collapsing body tunnel and a construction method for a collapsing body tunnel. Background technique [0002] With the rapid development of my country's expressway industry, the scope of its construction has also expanded, and the expressway has gradually extended to mountainous areas. Due to the particularity and complexity of the geological structure of mountainous areas, the number of expressway tunnels in mountainous areas has continued to increase. Different terrain and geological conditions will be encountered during the construction process, among which the tunnel entry and exit construction under complex terrain conditions is highly technical. Especially when the soil at the entrance of the tunnel is a collapsing mass, the load-bearing requirements for the soil are higher. [0003] The existing structure and construction method can not realize...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D11/10E21D9/04
CPCE21D9/04E21D11/10E21D11/107
Inventor 秦立鹏谭利华富志强包乌恩其张朝辉李聪庆
Owner THE THIRD ENG CO LTD OF THE HIGHWAY ENG BUREAU OF CCCC
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