Construction method for pile body hole collapse or pile bottom sediment quality defect treatment of rotary excavating filling pile

A construction method and cast-in-place pile technology, applied in sheet pile wall, foundation structure engineering, construction and other directions, can solve the problems of lack of unified construction specifications, reduced pile bearing capacity, and many construction links, etc., and save piles or rework costs. , The effect of improving the construction speed and saving the construction period

Active Publication Date: 2017-06-13
SHENZHEN UNIV
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Problems solved by technology

[0002] Due to the many construction links and complex processes of rotary excavation piles, and there is no unified construction specification at present, there are many uncertainties in the quality of piles, and various quality defects are prone to occur. In severe cases, the bearing capacity of the pile body will be significantly reduced, and even fracture Major quality accidents such as piles

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  • Construction method for pile body hole collapse or pile bottom sediment quality defect treatment of rotary excavating filling pile
  • Construction method for pile body hole collapse or pile bottom sediment quality defect treatment of rotary excavating filling pile

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Embodiment Construction

[0016] The present invention will be further described below in conjunction with drawings and embodiments.

[0017] In the implementation column, the present invention utilizes two interconnected boreholes for judging pile body collapse holes or pile bottom sediment defects, and adopts high-pressure water gas cutting-gas lift slag removal-hole washing-self-compacting atmospheric pressure grouting-high pressure Grouting-The construction method of implanting high-strength rebar in the grouting hole is used to reinforce the collapsed hole of the pile body or the sediment defect at the bottom of the pile. Specifically, high-pressure water gas is used to high-pressure cut the soil clods or sediments in the pile body collapse holes or pile bottom sediment defects, and the soil clods or sediments are chipped and broken, and the sand particles at the defects are removed by air lift. , clay, and silt are cleaned out of the pile, and then high-grade cement is used to prepare cement slur...

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Abstract

The invention provides a construction method for pile body hole collapse or pile bottom sediment quality defect treatment of a rotary excavating filling pile. The method comprises the steps of performing high-pressure steam cutting and water lifting deslagging hole clearing; performing grouting hole sealing or installing a grouting pipe; preparing cement grout; performing self-compaction normal pressure or low pressure grouting; performing high-pressure grouting, grout supplementation and final pressure; embedding steel bars to reinforce a pile body hole collapse defect part; and performing foundation pile recheck. According to the construction method, not only is reinforcement treatment performed on pile body defects, but also grout is also immersed in gaps between the pile body and surrounding soil and is even immersed in cracks of the soil around the pile body, frictional resistance of pile soil and strength of the soil around the pile are improved, and thus the bearing capacity of a foundation pile. The process operation is simple, a hole is cleared clean, the speed is quick, the cost is low, the grouting range is large, the strength is high, and a defect treatment effect is good.

Description

technical field [0001] The invention belongs to a construction method for the treatment of the quality defect of the pile body collapse hole or pile bottom sediment of a rotary excavation grouting pile, specifically through high-pressure water gas cutting-air lift slag removal-hole washing-self-compacting atmospheric pressure grouting-high pressure Grouting - the construction method of implanting finished high-strength rebar in the grouting hole (the finishing-rolled high-strength rebar does not need to be implanted when dealing with sediment) is used to reinforce the collapsed hole of the pile body or the sediment defect at the bottom of the pile, and finally achieve the purpose of dealing with the defect . Background technique [0002] Due to the many construction links and complex processes of rotary excavation piles, and there is no unified construction specification at present, there are many uncertainties in the quality of piles, and various quality defects are prone t...

Claims

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Application Information

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IPC IPC(8): E02D5/64
CPCE02D5/64
Inventor 姬凤玲周爱忠孟照辉
Owner SHENZHEN UNIV
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