Novel decompression drainage precast pile and construction method

A prefabricated pile, a new type of technology, is applied in sheet pile walls, foundation structure engineering, soil protection, etc. It can solve the problems of poor adaptability, low strength, and easy corrosion of weak foundations, and reduce the excess static pore water pressure. , Improve the bearing capacity of the pile foundation, and not easy to fall off

Pending Publication Date: 2019-06-21
TIANJIN CHENGJIAN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
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Problems solved by technology

Although bulk piles and permeable concrete piles have water permeability, they have low strength and are easy to damage. Among them, the permeable reinforced concrete piles are also very easy to corrode, and their adaptability to weak ground and their own promotion are poor.

Method used

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  • Novel decompression drainage precast pile and construction method
  • Novel decompression drainage precast pile and construction method
  • Novel decompression drainage precast pile and construction method

Examples

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Embodiment Construction

[0031] In order to further understand the content, characteristics and effects of the present invention, the following examples are given, and detailed descriptions are given below with reference to the accompanying drawings. It should be noted that the following detailed descriptions are exemplary and are intended to provide further explanation to the application. Unless otherwise specified, all technical and scientific terms used herein have the same meaning as those commonly understood by those of ordinary skill in the technical field to which the application belongs. of the same meaning.

[0032] For the convenience of description, if the words "up", "down", "left" and "right" appear in the present invention, it only means that they are consistent with the directions of up, down, left and right of the drawings themselves, and do not limit the structure. It is only for the convenience of describing the present invention and simplifying the description, but does not indicate...

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Abstract

The invention discloses a novel decompression drainage precast pile. The novel decompression drainage precast pile comprises a novel reinforced concrete precast pile which is formed by a formwork pile-making method, and a groove is formed in the surface of the pile body in the axial direction of the pile body. A plastic drainage belt is laid in the groove and is fixed by steel bars, a connecting ring is arranged at the bottom end of a drainage belt of a first section of the pile body; hooks are arranged at the top of the tip of the precast pile and connected to the connecting ring in a hung mode and used for fixing the drainage belt and preventing the drainage belt from falling off in a pile pressing process. The novel precast pile can dissipate generated hyperstatic pore water pressure through drainage by the drainage belt in the pile pressing process and after pile pressing and accelerate consolidation of a foundation.

Description

technical field [0001] The invention relates to the technical field of civil engineering, in particular to a novel decompression drainage prefabricated pile and a construction method thereof. Background technique [0002] With the development of society, the application of reinforced concrete prefabricated piles is becoming more and more widely. However, the soil squeezing effect produced in the process of pile sinking construction has always puzzled engineers. How to speed up the dissipation of ultra-static pore water pressure caused by pile sinking is currently research focus. In addition, in the composite foundation technology often used in foundation treatment, sometimes in order to dissipate the excess static pore water pressure, the vertical reinforcements are selected as loose material piles (such as sand piles, gravel piles) and permeable concrete piles. Although bulk piles and permeable concrete piles have water permeability, they have low strength and are easy to ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D3/10E02D5/24
Inventor 鹿群张铭楷陈求杰刘洛源谢宁
Owner TIANJIN CHENGJIAN UNIV
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