A kind of construction method of immersed pipe grouting pile

A technology of immersed pipe cast-in-place pile and construction method, which can be applied in sheet pile wall, foundation structure engineering, construction and other directions, and can solve problems such as deflection

Active Publication Date: 2022-01-04
浙江中正岩土技术有限公司
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The purpose of the present invention is to provide a construction method for immersed pipe grouting piles that can effectively solve the problem of deflection due to stone interference during the pile pipe sinking process

Method used

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  • A kind of construction method of immersed pipe grouting pile

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specific Embodiment 1

[0034] Specific embodiment one: a kind of sinking pipe grouting pile construction method, comprises the following steps successively:

[0035] First, the pile tip and pile tube are in place;

[0036] Such as figure 1 As shown, the pile tube 2 includes an inner layer pile tube 2.1, an outer layer pile tube 2.2 sleeved outside the inner layer pile tube, and an outer layer laminated tube 2.3 sleeved outside the inner layer pile tube. The height of the outer laminated tube is 1-2 meters, specifically, the height of the outer laminated tube is 1.5 meters.

[0037] The lower end surface of the inner pile tube is supported on the pile tip 1; the lower end surface of the outer layer pile tube is also supported on the pile tip 1; the lower end surface of the outer laminated tube is supported on the upper end surface of the outer pile tube, and the outer laminated tube The upper end surface of the pipe is at the same height as the upper end surface of the inner pile pipe; the inner pi...

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Abstract

The invention discloses a construction method of a sinking tube grouting pile, and aims to provide a construction method of a sinking tube grouting pile which can effectively solve the problem of deflection due to the interference of stones during the pile tube sinking process. It includes the following steps: first, the pile point and the pile pipe are in place, and the pile pipe includes the inner pile pipe, the outer pile pipe sleeved outside the inner pile pipe and the outer lamination pile sleeved outside the inner pile pipe. pipe; second, the pipe sinking process, the pipe sinking process includes the following steps in turn, 1), using the pile sinking equipment to press the pile pipe and the pile point into the soil together until the pile point is pressed into the soil layer with a set depth of H1 meters ; 2), remove the outer laminating tube; 3), use the pile sinking equipment to press down the inner pile tube and the pile tip together; 4), put the outer laminating tube on the inner pile tube, and then, Use pile sinking equipment to press down the outer pressure tube and the outer pile tube together; 5) Return to step 2) and repeat like this until the pile tube and the pile tip are pressed into the soil to a set depth.

Description

technical field [0001] The invention relates to the construction field of cast-in-place piles, in particular to a construction method for immersed-pipe cast-in-place piles. Background technique [0002] Immersed tube pile is one of many types of pile foundations in civil engineering. The system adopts the pile tube that is suitable for the design size of the pile, puts the pile tip on the end and presses it into the soil, then hangs the steel skeleton in the pile tube and pours concrete, and then pulls out the tube, pulls out the pile tube, and uses Vibration and tamping of concrete during pipe extraction form the required cast-in-place piles. During the construction of the current sinking tube pile, if the pile tube encounters stones when sinking the tube, the pile tube is prone to deflection due to the interference of the stone, and the deflection of the pile tube will seriously affect the normal operation of the sinking tube grouting pile. construction. Contents of th...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D5/38E02D15/04
CPCE02D5/385E02D15/04
Inventor 施佩鋆陈风清李泽良陈美娟周嵩
Owner 浙江中正岩土技术有限公司
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