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A support device and method for the waist of a tunnel for crushing strata

A technology for supporting devices and tunnels, which is applied in tunnels, tunnel linings, underground chambers, etc., and can solve problems such as inability to support boots to provide excavation reaction force, broken waist of tunnels, etc., and achieve the effect of strong practicability and simple operation

Active Publication Date: 2021-04-06
STATE KEY LAB OF SHIELD & TUNNELING TECH +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] In order to overcome the problem in the prior art that the waist of the TBM construction tunnel in the fractured fault stratum is broken and cannot provide excavation reaction force for the brace shoes, the present invention proposes a support device and method for the tunnel waist in the broken stratum

Method used

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  • A support device and method for the waist of a tunnel for crushing strata

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Effect test

Embodiment 1

[0030] During TBM construction, the broken confining pressure at the tunnel waist is exposed to the shield for 2 minutes to carry out vertical arch work. The steel arch frame used is HW100 H-shaped steel. The distance between the steel arch frames is 1.5m. Three steel arch frames are used; the service length is 3.2m , a wooden formwork with a width of 20cm and a thickness of 10cm, each wooden formwork and between the wooden formwork and the steel arch frame are bound by iron wires, and the order of binding is from the bottom of the tunnel to the top of the tunnel to form a wooden bridge, a wooden bridge The binding height is 2.5m; then insert 2 pieces of 2.8m long and 1.4m wide iron sheets from the upper end of the wooden formwork into the lower end, insert an iron sheet into the interval of a steel arch frame, and insert 10 pieces of iron sheets from the upper and lower ends. Centimeter iron sheets are braced and fixed on the wooden formwork to ensure the smooth surface of the...

Embodiment 2

[0032] During TBM construction, the broken confining pressure at the waist of the tunnel is exposed to the shield for 1 minute to carry out vertical arch work. The steel arch frame used is HW150 H-shaped steel with a spacing of 0.75m and 4 steel arch frames; the use length is 2.5m, Wood formwork with a width of 25cm and a thickness of 15cm, each piece of wood formwork and between the wood formwork and the steel arch frame are bound by iron wires, the order of binding is from the bottom of the tunnel to the top of the tunnel, and the binding height of the wood formwork is 3 m; then Insert 3 pieces of thin iron sheets 3.2m long and 0.75m wide from the upper end of the formwork into the lower end, respectively inserting 3 steel arch intervals, and fasten and fix the 10 cm long iron sheets at the upper and lower ends on the wooden formwork to ensure The surface of the poured concrete is smooth; the bottom of the wooden formwork is blocked with three square logs of 0.75m in length a...

Embodiment 3

[0034]During TBM construction, the broken confining pressure of the tunnel waist is exposed to the shield for 1 minute to carry out vertical arch work. The arch frame used is HW150 H-shaped steel with a distance of 0.75m and 5 steel arch frames; the length is 3.2m and the width 30cm, 20cm thick wooden formwork, bind each wooden formwork and between the wooden formwork and the steel arch frame with iron wires, the order of binding is from the bottom of the tunnel to the top of the tunnel to form a wooden bridge, the binding height of the wooden bridge Then insert 4 pieces of thin iron sheets 4.2m long and 0.74m wide from the upper end of the formwork into the lower end, respectively inserting 4 intervals, and fasten and fix the 10cm long iron sheets at the upper and lower ends on the wooden formwork. In order to ensure the smoothness of the surface of the poured concrete; the bottom of the wooden formwork is blocked with four square logs of 0.75m in length and 10cm in width and ...

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Abstract

The invention discloses a support device and method for the tunnel waist of a crushed stratum, which comprises a plurality of ring-shaped steel arches with equal diameters arranged at the crushed waist inside the tunnel, and the steel arches are all arranged in parallel and uniformly perpendicular to the radial direction of the tunnel, a wooden plank bridge installed on the steel arch and connected to the steel arch, the wooden plank bridge is arc-shaped, and the radian of the wooden plank bridge matches the arc of the steel arch, There is an iron sheet between two adjacent steel arches. The iron sheet is curved. The iron sheet is in contact with the wooden bridge. The arc of the iron sheet matches the arc of the wooden bridge. The blocking plate is sealed and connected with the lower end of the plank bridge and the lower end of the iron plate respectively. The invention has the following beneficial effects: simple operation, strong practicability, can fundamentally solve the problem that the TBM support boots cannot support the rock wall when the tunnel waist is broken, and cannot provide forward thrust for the TBM, and can help the TBM quickly pass through the fault fracture zone Escort.

Description

technical field [0001] The invention relates to the technical field of broken support for the waist of a tunnel when a TBM passes through a stratum in a fault fracture zone, in particular to a support device and method for the waist of a tunnel in a broken stratum. Background technique [0002] The open full-face tunnel boring machine (TBM) has been widely used in mountain tunnels and subway projects due to its advantages of speed, efficiency, and environmental protection. Compared with the previous manual drilling and blasting method, the construction efficiency has been greatly improved. Good application effects have also been achieved. However, in the process of TBM excavation, bad geology of the fault fracture zone is often encountered, especially when there is a fracture in the waist of the tunnel. If the shutdown process takes too long, it is likely to cause the TBM cutter head and shield to be stuck. Therefore, it is urgent to study a method that can not only ensure...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21D11/18E21D11/10
CPCE21D11/10E21D11/18
Inventor 洪开荣赵海雷孙振川张兵苏文德陈馈韩伟锋彭正勇秦银平杨延栋陈利杰李宏波潘东江王利明翟乾智
Owner STATE KEY LAB OF SHIELD & TUNNELING TECH