Interception diversion anchoring slab-pile wall and design method thereof

A technology of pile-board wall and water-cutting wall is applied in the field of water-cutting diversion anchor-pulled pile-board wall, which can solve the problems of enlarged structural design size, limited drainage capacity, high maintenance cost, etc., and achieves the elimination of pore water pressure, The effect of reducing self-weight and reducing construction costs

Active Publication Date: 2018-02-09
INST OF MOUNTAIN HAZARDS & ENVIRONMENT CHINESE ACADEMY OF SCI +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

However, when the landslide body is rich in water and the thrust of the slope body is huge, the current pile-slab wall structure and the current conventional anti-sliding retaining structure have the problem of limited drainage capacity, so it is often necessary to increase the structural design size to achieve the instability of the retaining structure. The role of the slope, resulting in very expensive construction and later maintenance costs

Method used

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  • Interception diversion anchoring slab-pile wall and design method thereof
  • Interception diversion anchoring slab-pile wall and design method thereof
  • Interception diversion anchoring slab-pile wall and design method thereof

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Embodiment

[0057] Such as Figure 1-6 As shown, a water-cutting and diversion-type anchor pile-slab wall placed at the front edge of the landslide body or the middle and rear part of the landslide body includes a number of permeable piles 1 arranged at certain intervals (playing the role of anti-slip and water-conducting). The cut-off wall 2 between the permeable piles 1 (to dredge the underground surface water in the landslide body), and the anchor cable structure connected to the permeable pile 1 (to improve the stress condition of the permeable pile); The outer anchor head 31 on the pile 1 (preferably placed on the upper slope of the permeable pile 1), the anchor section 32 arranged in the bedrock or in the stable layer (that is, the relatively stable rock and soil layer below the sliding surface 5), and the outer anchor head 31 and the free section 33 between the anchor section 32; the permeable pile 1 includes an open top and a bottom surface, a hollow retaining wall A13, an anti-sl...

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Abstract

The invention relates to the technical field of landslide prevention and control, in particular to an interception diversion anchoring slab-pile wall and a design method thereof. The interception diversion anchoring slab-pile wall comprises multiple permeable piles, multiple interception walls arranged among the permeable piles and anchoring structures connected with the permeable piles. The interception diversion anchoring slab-pile wall can play an effect of supporting and retaining a deep-layer large-scale landslide, can also timely intercept and drain away underground surface water in a landslide mass, timely remove rock and earth mass pore water pressure, effectively lower rock and earth dead load, reduce rock and earth mass strength loss, particularly sliding surface strength loss, improve the anti-shearing strength of the rock and earth mass, prevent underground water from being infiltrated into a lower-level slip mass, is beneficial to stabilization of the lower-level slip massor even the entire slip mass, directly lower the sliding force of the earth mass behind the slab-pile wall, and improve the anti-slip capability of the sliding surface. In this way, in the design, the sectional dimension of the permeable piles can be reduced, the construction cost can be reduced, and the engineering economy benefit can be increased.

Description

technical field [0001] The invention relates to the technical field of landslide prevention and control, in particular to a water-cutting and diversion-type anchor-stayed pile-slab wall and a design method thereof. Background technique [0002] Landslides are one of the major geological disasters that threaten the development of mountainous areas in my country. The complex geological structure, high mountains and steep valleys, broken rock mass, concentrated rainfall and other conditions in mountainous areas of our country provide a series of favorable conditions for the formation of landslides. The occurrence of landslide disasters seriously threatens the safety of people's life and property, and restricts the sustainable development of mountain economy. Therefore, it is necessary to implement effective prevention and control measures for landslide disasters. [0003] The pile-slab wall has the advantages of simple structure, small amount of masonry, construction safety, m...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G06F17/50E02D17/20
CPCE02D17/20G06F30/13
Inventor 王全才陈颖骐王浩
Owner INST OF MOUNTAIN HAZARDS & ENVIRONMENT CHINESE ACADEMY OF SCI
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