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Method for building slope protection retaining wall during filling

A technology for slope protection and retaining wall, which is applied in construction, underwater structures, infrastructure engineering and other directions, can solve the problems of complex construction procedures, the need to improve the protection effect of filling slopes, and prolong the construction time, so as to ensure that the Anti-overturning and anti-slip stability, good slope protection effect, wide applicability effect

Inactive Publication Date: 2012-06-13
CHONGQING UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

One is that the engineering volume is large, the construction process is complicated, and the construction time is prolonged, which is difficult to implement in some difficult-to-excavate rock foundations or high-strength soil foundations; Stable and collapsed, causing safety hazards in the construction process
At the same time, with the existing slope protection technology, after the retaining wall is installed, the protective effect on the fill slope still needs to be improved.

Method used

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  • Method for building slope protection retaining wall during filling
  • Method for building slope protection retaining wall during filling

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Embodiment Construction

[0016] The structure of the present invention will be further described in detail below in conjunction with the accompanying drawings and specific embodiments.

[0017]During concrete implementation, this method comprises the following steps: a, side slope is leveled into a neat inclined slope surface (the slope size of the slope surface should meet the design requirements of the fill project to the strength of the slope body, specifically how to determine that it belongs to the field of engineering design The prior art, not described in detail here), is excavated at the bottom of the slope and extends downward along the slope to form a foundation pit with a depth greater than one meter (as an optimized soil foundation, the depth of the wall bottom embedded in the foundation should not be less than 1.0 meters. For frost-heaving soil, it should not be less than 0.25m below the freezing line; for relatively complete hard rock foundations (saturated uniaxial compressive strength g...

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Abstract

The invention discloses a method for building a slope protection retaining wall during filling. The method comprises the following steps of: a) levelling a slope and excavating a pit; b) integrally pouring a C10 concrete cushion on the slope and the bottom of the pit, and reserving holes corresponding to drain holes in a rear panel; c) integrally pouring a retaining wall structure by using reinforced concrete, wherein the retaining wall structure comprises a bottom plate, a faceplate, the rear panel, wall supporting plates, an extending panel and the like; and d) filling proper earth in the prepared retaining wall, and tamping layer by layer until the top of the slope. By the method, a defect that a foundation of the retaining wall is difficult to excavate can be effectively avoided, and the stability against overturning and slippage of the retaining wall is ensured by using the self gravity of the retaining wall filled with the earth, so that the engineering aim of easily, conveniently, safely and reliably constructing is fulfilled.

Description

technical field [0001] The invention relates to a construction fill slope protection technology, in particular to a construction method for a fill slope protection retaining wall. [0002] Background technique [0003] During road construction, when the road passes through a relatively low-lying road section, it is necessary to use filling engineering to fill up the roadbed and then lay the road surface. Filling refers to filling from the original ground to the surface of the roadbed when the surface of the roadbed is higher than the original ground. volume of rock. [0004] In filling works, in order to protect road safety and prevent slope collapse, it is necessary to set up retaining walls on the air side of the slope for protection. In traditional retaining wall structures, such as buttress-type retaining walls and gravity-type retaining walls, during the specific construction process of laying, it is necessary to cut the slope or dig out a relatively large portion of ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D29/02
Inventor 曾祥勇梁健刘晓博
Owner CHONGQING UNIV