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Concrete prefabricated retaining wall of manual digging piles and construction method

A technology for manually digging hole piles and concrete, which is applied to sheet pile walls, infrastructure engineering, construction, etc., can solve the problems of long construction period, no early warning measures, and difficulty in guaranteeing the quality of concrete, so as to improve durability and avoid construction. effect of accident

Active Publication Date: 2021-06-04
XIANGTAN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

At present, cast-in-place concrete retaining walls are commonly used, but due to the limited construction site, the quality of the concrete is not easy to guarantee and the construction period is long
When the geological conditions are complex and the earth pressure is high, the strength of the retaining wall may not meet the requirements, and there are great safety hazards
And the existing retaining wall only prevents accidents after the earth wall collapses, and does not fundamentally prevent the earth wall from collapsing, nor does it provide corresponding early warning measures

Method used

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  • Concrete prefabricated retaining wall of manual digging piles and construction method
  • Concrete prefabricated retaining wall of manual digging piles and construction method
  • Concrete prefabricated retaining wall of manual digging piles and construction method

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0173] A concrete prefabricated retaining wall of manual digging piles, the prefabricated retaining wall comprises: a retaining wall main body 1 and an elastic structure layer 2 . The retaining wall main body 1 is connected end to end to form a complete concrete retaining wall. The elastic structure layer 2 is arranged on the outer side of the wall main body 1 .

Embodiment 2

[0175] Example 1 is repeated, except that the elastic structural layer 2 includes: a capsule block 201 , and a medium inlet and outlet 202 . The inside of the capsule block 201 communicates with the outside through the medium inlet and outlet 202 . The capsule block 201 is disposed on the outside of the wall main body 1 .

Embodiment 3

[0177] Embodiment 2 is repeated, except that the elastic structural layer 2 further includes: a balancing duct 203 . The capsule blocks 201 between adjacent retaining walls are communicated through a balancing pipe 203 . The prefabricated retaining wall also includes: a water-stop pad 101 . The water-stop pad 101 is arranged on the upper end surface of the main wall main body 1 , and / or the water-stop pad 101 is arranged on the lower end surface of the main wall main body 1 .

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Abstract

A concrete prefabricated retaining wall for manual digging piles and a construction method thereof. The prefabricated retaining wall comprises: a retaining wall main body and an elastic structural layer; the end of the retaining wall main body is connected to form a complete concrete retaining wall. The elastic structural layer is arranged on the outer side of the wall main body. The scheme of the present invention provides a concrete prefabricated retaining wall of artificial digging piles. By setting an elastic structural layer outside the main body of the retaining wall, the soil can be compacted, preventing soil collapse and slowing down the collapse time. Better guarantee the personal safety of construction workers.

Description

technical field [0001] The invention relates to a concrete prefabricated retaining wall of an artificial digging pile, in particular to a concrete prefabricated retaining wall of an artificial digging pile, which belongs to the construction field. Background technique [0002] As a traditional pile foundation treatment method, artificial excavated piles have many advantages such as no disturbance to residents, low cost, simple equipment, clear soil layers, clean sediment, and the ability to directly judge the geological conditions of the bearing strata. However, there are restrictive conditions such as high labor intensity, high soil quality and safety protection requirements. The retaining wall of the pile hole is a key component to ensure the safe hole formation of the manual digging pile. At present, cast-in-place concrete retaining walls are commonly used, but due to the limited construction site, the quality of the concrete is not easy to guarantee and the construction...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D5/68E02D5/34
CPCE02D5/34E02D5/68
Inventor 陈宾曾浩哲张涛龚成唐文辉康宁屈子怡
Owner XIANGTAN UNIV
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