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Karst cave backfilling method and tunnel construction method

A technology for tunnel construction and karst caves, which is used in tunnels, tunnel linings, and earthwork drilling and mining, etc. It can solve the problems of difficult protection during construction of karst treatment measures, large scale development of giant karst caves in alpine tunnels, and large thickness of slump deposits at the bottom of karst caves. problems, to avoid concrete cracking, improve the grouting range and grouting compactness, and avoid the loss of grout

Active Publication Date: 2021-04-06
中铁十四局集团建筑工程有限公司 +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0004] The inventor found that the giant karst caves in alpine tunnels have a large scale of development, complex shapes, poor stability of the roof and walls of the caves, and the thickness of the collapsed deposits at the bottom of the karst caves is large. The height difference at the bottom is large, the karst treatment measures and protection during the construction period are difficult, and the construction risk is high
In addition, the existing huge karst cave backfill disposal mostly uses a large number of high-cost construction materials such as concrete engineering or difficult technical processes, and the karst cave disposal is not economical enough

Method used

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  • Karst cave backfilling method and tunnel construction method
  • Karst cave backfilling method and tunnel construction method
  • Karst cave backfilling method and tunnel construction method

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Embodiment 2

[0065] This embodiment discloses a tunnel construction method. When the tunnel construction encounters a karst cave and needs to pass through the karst cave, the karst cave backfilling method described in Embodiment 1 is first used to backfill the karst cave to form a tunnel foundation, and then the tunnel is constructed on the tunnel foundation. 13.

[0066] After backfilling is completed, a graded crushed stone layer 14 is constructed on the top of the tunnel foundation reinforcement plate and the upper surface of the concrete foundation structure at a slope ratio of 1:1.5, and the two sides of the graded crushed stone layer and the two sides of the tunnel foundation have set The specific construction method of the graded gravel layer is as follows: Vibration rolling method is used to backfill in layers about 5m mixed with 5-7% graded gravel layer, and the thickness of the layers is about 30cm. After testing to meet the compaction requirements, continue to construct the next...

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Abstract

The invention relates to a karst cave backfilling method and a tunnel construction method. The karst cave backfilling method comprises the following steps that a karst cave is backfilled with lower graded cave ballasts, and grouting reinforcement is conducted on the backfilled lower graded cave ballasts and collapsed bodies and accumulated bodies in the karst cave; first reinforcing plates are constructed on the backfilled lower graded cave ballasts, and concrete foundation structures are constructed on the first reinforcing plates; and the positions between the two sides of the concrete foundation structures and the cave wall of the karst cave are backfilled with inter-plate graded cave ballasts in a graded mode, grouting reinforcement is conducted on the inter-plate graded cave ballasts, second reinforcing plates are arranged between the adjacent inter-plate graded cave ballasts, one end of each second reinforcing plate is connected to the corresponding concrete foundation structure in a lap joint mode, and the other end of each second reinforcing plate supports the cave wall of the karst cave. The backfilling method is low in cost and good in economic efficiency.

Description

technical field [0001] The invention relates to the technical field of tunnel construction, in particular to a karst cave backfilling method and a tunnel construction method. Background technique [0002] The statements herein merely provide background information related to the present invention and do not necessarily constitute prior art. [0003] At present, there are more and more tunnel projects passing through the karst formations in mountainous areas. There are giant karst caves in the karst formations of mountainous areas. These caves are huge in volume, with a space of millions of cubic meters, and the construction is extremely difficult. The disposal of giant karst caves is currently lacking maturity. method of construction disposal. [0004] The inventor found that the giant karst caves in alpine tunnels have a large scale of development, complex shapes, poor stability of the roof and walls of the caves, a large thickness of collapsed deposits at the bottom of th...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D9/00E21D11/00
CPCE21D9/001E21D11/006
Inventor 于明洋王军杨光赵春鑫
Owner 中铁十四局集团建筑工程有限公司
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