Advance support active pressure reduction structure for side slope and construction method

A technology of advanced support and construction method, which is applied in the direction of infrastructure engineering, excavation, special data processing applications, etc., can solve the problems of staying in the experience stage and lack of unified understanding and standards in the design of advanced support structures, and achieve convenient construction , strong applicability and high economic benefits

Inactive Publication Date: 2008-07-16
刘元雪 +4
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Problems solved by technology

[0002] Landslide disaster is a common supergene geological disaster phenomenon, which is mainly caused by various natural external forces and human engineering activities, etc. The advanced support structure to treat artificial cut slopes is a new method adopted by the engineering field in recent years, but at present The design of advanced support structures still lacks a unified understanding and standards, and basically stays in the experience stage

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  • Advance support active pressure reduction structure for side slope and construction method
  • Advance support active pressure reduction structure for side slope and construction method
  • Advance support active pressure reduction structure for side slope and construction method

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Embodiment Construction

[0030] An active decompression structure for slope advance support, which includes: advance support structure 1, rock and soil mass 3 behind the advance support structure, stable rock bed 4 and rock and soil mass to be excavated 5, characterized in that: A layer of flexible filler 2 is filled between the protection structure 1 and the rock soil mass 3 behind the advance support structure.

[0031] The height of the flexible filler 2 is the same as that of the rock and soil mass 5 to be excavated, and the width is the same as that of the advance support structure 1 . The flexible filler 2 can be selected from rubber particles and foam.

[0032] Referring to accompanying drawing 2, the structural representation of active decompression structure of slope advance support, the active decompression method of slope advance support structure of the present invention, utilizes flexible fillers 2 such as rubber particle, foam after advance support structure 1 to reduce The earth pressu...

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Abstract

The invention discloses a side slope forepoling active decompression texture which comprises a forepoling structure, rock and soil mass of the forepoling structure and rock and soil mass to be excavated; wherein, a layer of flexible filler is filled between the forepoling structure and the rock and soil mass of the forepoling structure; the flexible filler has a function of allowing the rock and soil mass of the forepoling structure to make certain displacement to the outside of the side slope; the loaded static earth pressure is converted into active earth pressure, which achieves the purpose of reducing the pressure of the forepoling structure to the soil, thereby achieveing the purpose of reducing the pressure of soil actively. The invention also discloses a constructing method of a side slope forepoling active decompression texture. The invention has the advantages of turning the loaded earth pressure at rest of a forepoling structure to active earth pressure, high economic benefit, convenient construction, simple and practical property and high applicability.

Description

technical field [0001] The invention relates to a landslide control technology, in particular to an active decompression structure and a construction method for advance support of a slope. Background technique [0002] Landslide disaster is a common supergene geological disaster phenomenon, which is mainly caused by various natural external forces and human engineering activities, etc. The advanced support structure to treat artificial cut slopes is a new method adopted by the engineering field in recent years, but at present The design of advanced support structures still lacks a unified understanding and standard, and basically stays in the empirical stage. Since our country is still in the stage of increasing infrastructure construction, the construction of railways and highways in mountainous areas will inevitably encounter excavation of natural slopes, so advanced support structures are used to support them. The traditional advance support structure uses the support st...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D17/20G06F17/50
Inventor 刘元雪周建廷王培勇田金昌冉仕平
Owner 刘元雪
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