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Construction method of cast-in-place pile with combination of full-sleeve and mud protecting wall

A technology of mud wall protection and construction method, which is applied to sheet pile walls, foundation structure engineering, construction, etc., can solve problems such as slow speed, and achieve the effects of ensuring pile quality, improving construction efficiency, and reducing construction costs

Inactive Publication Date: 2016-01-13
SHANGHAI ERSHIYE CONSTR CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

It uses the full casing to clear underground obstacles. After the obstacle is cleared, the casing is pulled out, and then the casing is inserted, and then the construction of the cast-in-situ pile is carried out, which is relatively slow.

Method used

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  • Construction method of cast-in-place pile with combination of full-sleeve and mud protecting wall
  • Construction method of cast-in-place pile with combination of full-sleeve and mud protecting wall
  • Construction method of cast-in-place pile with combination of full-sleeve and mud protecting wall

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Embodiment 1

[0033] Such as Figure 1~3 As shown, in a pile foundation project, the designed pile length of the cast-in-situ pile is 65m, and the pile diameter is 1000mm. The geological conditions within the scope of the pile length are, from top to bottom, the obstacle layer containing masonry stones, clay layer, silt layer, and pebble layer. Before the construction of cast-in-situ piles, the underground obstacles should be cleaned up. During the construction of this project, the construction method of cast-in-situ piles with full casing combined with mud wall protection is adopted, which not only ensures the quality of the piles, but also improves the construction efficiency and effectively reduces the construction cost.

[0034] The cast-in-situ pile construction method adopting the combined mud wall of the full casing mainly includes the following steps:

[0035] Step 1. Investigate the underground obstacles at the required piling site, and find out the type, size and buried depth of...

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Abstract

The invention relates to a construction method of a cast-in-place pile with combination of a full-sleeve and a mud protecting wall. The method includes the steps that a steel sleeve with the inner diameter equal to the designed pile diameter is selected, and the steel sleeve rotates and is vertically pressed into a barrier ground layer through a full-sleeve full-rotation drilling machine; barriers are gradually grabbed from the sleeve out of the ground through a hydraulic punching grab bucket; the steel sleeve rotates and is vertically pressed to an excavation face through the full-sleeve full-rotation drilling machine; the steps are repeatedly executed till the steel sleeve completely penetrates the barrier ground layer; then a corresponding drilling machine is selected according to the conditions of soil layers below the barrier ground layer; the drilling machine performs drilling for forming holes, the mud protecting wall is used, and primary hole cleaning is performed; a drilling machine drill pipe is lifted upwards and detached, and a reinforcement cage is lowered segment by segment till the designed elevation is obtained; a concrete pouring guide pipe is lowered, and secondary hole cleaning is performed; concrete is poured, and meanwhile the guide pipe is lifted up; and after the designed elevation is obtained though pouring, the sleeve is completely pulled out, and construction is completed. The method can well guarantee the pile forming quality, the construction efficiency is improved, and the construction cost can be effectively reduced.

Description

technical field [0001] The invention belongs to the technical field of cast-in-place pile construction, and in particular relates to a construction method of cast-in-place piles with a full casing combined with mud wall protection. Background technique [0002] In recent years, cast-in-situ piles have been widely used in the fields of foundation pit support and pile foundation construction because of their advantages such as convenient construction and low cost. The construction of cast-in-situ piles mainly includes the processes of forming holes, mud retaining walls, hanging steel cages, and pouring concrete. The stability of the hole wall directly affects the quality of the cast-in-place pile. Usually rotary drilling rigs or percussion drilling rigs are used for hole forming construction. In the process of hole formation, when encountering bad formations or underground obstacles such as mortar block stones and abandoned concrete blocks, it is necessary to grind (grind wi...

Claims

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Application Information

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IPC IPC(8): E02D5/38E02D11/00E02D15/04
Inventor 魏卫岳齐贤赵建立王兴康
Owner SHANGHAI ERSHIYE CONSTR CO LTD
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