Method for maintaining and treating defective cast-in-place pile

A treatment method and cast-in-place pile technology, which is applied in the direction of sheet pile walls, buildings, and foundation structure engineering, can solve the problems of poor quality, high cost, and long time consumption, and achieve low requirements for the treatment site, good water-stop effect, and smooth construction Safe and reliable effect

Pending Publication Date: 2022-04-05
SHENZHEN GONGKAN GEOTECHN GRP +1
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  • Abstract
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  • Claims
  • Application Information

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Problems solved by technology

[0004] The purpose of the present invention is to provide a method for repairing defective cast-in-situ piles, which aims to solve the problems of long time consumption, poor processing quality and high cost in the repair and treatment of defective cast-in-situ piles in the prior art

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  • Method for maintaining and treating defective cast-in-place pile
  • Method for maintaining and treating defective cast-in-place pile
  • Method for maintaining and treating defective cast-in-place pile

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Embodiment Construction

[0038]In order to make the object, technical solution and advantages of the present invention clearer, the present invention will be further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the present invention, not to limit the present invention.

[0039] The implementation of the present invention will be described in detail below in conjunction with specific embodiments.

[0040] In the drawings of this embodiment, the same or similar symbols correspond to the same or similar components; The indicated orientation or positional relationship is based on the orientation or positional relationship shown in the drawings, and is only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the referred device or element must have a specific orientation, or in a specific orient...

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Abstract

The invention relates to the technical field of cast-in-place piles, and discloses a defective cast-in-place pile maintenance treatment method which comprises the following construction steps that (1) a defective cast-in-place pile is provided with a pile body, and an original reinforcement cage is arranged in the pile body; a water mill drill is used for drilling a plurality of meshing holes, and the meshing holes form an annular groove located in the surrounding area of the original reinforcement cage; the annular groove divides the pile body into a pile ring and a pile core, the pile core is chiseled away, and a pile middle hole is formed; (2) the construction step (1) is repeated till the bottom of the pile middle hole reaches the defect position of the pile body; 3) binding a new reinforcement cage in the hole in the pile; (4) concrete is poured into the pile center hole, and the concrete and the pile ring form a whole after being solidified; the defective cast-in-place pile maintenance treatment method has the advantages that defect position treatment construction organization is facilitated, the defect position treatment construction process is visual and controllable, construction is safe and reliable, and the comprehensive construction cost is low.

Description

technical field [0001] The patent of the present invention relates to the technical field of cast-in-situ piles, in particular, to a repair and treatment method for defective cast-in-situ piles. Background technique [0002] In the process of pouring piles into piles in pile foundation engineering, due to the influence of complex stratum conditions, improper process operation or abnormal concrete materials, there will be some common quality problems such as discrete pile body concrete, broken piles, and excessive thickness of pile bottom sediment to a certain extent. [0003] When the cast-in-situ pile is detected as a defective cast-in-place pile, the common practice is to reinforce it by grouting, or to re-construct on the original cast-in-place pile, or to use methods such as refilling the pile. However, when the defect position of the defective cast-in-situ pile is deeply buried or the defect section is large, the grouting reinforcement method is difficult to effectively...

Claims

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Application Information

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IPC IPC(8): E02D5/64E02D5/38E02D13/08
Inventor 雷斌童心李波王蕊林桂森韩凯王涛唐汉生
Owner SHENZHEN GONGKAN GEOTECHN GRP
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