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A prefabricated concrete pipe pile core filling treatment method

A technology of prefabricated concrete and processing methods, applied in cleaning methods and tools, chemical instruments and methods, sheet pile walls, etc., can solve the problems of inconvenient manual cleaning, poor cleaning effect of pipe piles, and difficulty in inserting and placing steel cages, etc., to achieve increased Cleaning accuracy, increasing applicability, increasing cleaning effect

Active Publication Date: 2021-12-14
浙江恒宸建设集团有限公司
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] 1. The manual cleaning effect on the pipe pile is poor, and the inner wall of the pipe pile is thoroughly cleaned, which makes it difficult to insert the reinforcement cage in the later stage, and the pipe pile whose inner wall is not cleaned thoroughly will affect the bonding effect of the poured concrete and the pipe pile;
[0005] 2. Manual cleaning is inconvenient when the pipe piles are buried deep, and the accumulated water in the pipe piles needs to be extracted separately, resulting in low efficiency of pipe pile construction.

Method used

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  • A prefabricated concrete pipe pile core filling treatment method
  • A prefabricated concrete pipe pile core filling treatment method
  • A prefabricated concrete pipe pile core filling treatment method

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Embodiment Construction

[0036] The embodiments of the present invention will be described in detail below with reference to the accompanying drawings, but the present invention can be implemented in many different ways defined and covered by the claims.

[0037] Such as Figure 2-7 As shown, a precast concrete pipe pile core filling treatment method, the precast concrete pipe pile core filling treatment method adopts the following pipe pile cleaning device, the pipe pile cleaning device includes a mounting frame 1, a rotating sleeve 2, a moving column 3 and a cleaning mechanism 4. The erection frame 1 is a ring structure, the lower side of the erection frame 1 is provided with an annular support plate 11, the upper side of the erection frame 1 is provided with an annular chute 12, and the rotating sleeve of the hollow cylindrical structure 2 is located above the mounting frame 1, and the rotating sleeve 2 is coaxially arranged with the mounting frame 1. A sliding frame 21 is arranged on the outer sur...

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Abstract

The present invention relates to a prefabricated concrete pipe pile core-filling treatment method. The prefabricated concrete pipe pile core-fill treatment method adopts the following pipe pile cleaning device. The pipe pile cleaning device includes a mounting frame, a rotating sleeve, a moving column and a cleaning mechanism; The method for core-filling prefabricated concrete pipe piles by the pipe pile cleaning device includes the following steps: S1, pipe pile cleaning preparation; S2, pipe pile cleaning; S3, reinforcement cage placement; S4, pipe pile pouring. The present invention can solve the following problems existing in the cleaning of the inner wall of the pipe pile: the artificial cleaning effect of the pipe pile is poor, and the inner wall of the pipe pile is thoroughly cleaned, which makes it difficult to insert and place the steel cage in the later stage, and the pipe pile whose inner wall is not cleaned thoroughly It will affect the bonding effect of poured concrete and pipe piles; manual cleaning is inconvenient when pipe piles are buried deep, and the accumulated water in pipe piles needs to be extracted separately, resulting in high efficiency of pipe pile construction.

Description

technical field [0001] The invention relates to the technical field of building construction, in particular to a core-filling treatment method for prefabricated concrete pipe piles. Background technique [0002] Prestressed concrete pipe piles can be divided into post-tensioned prestressed pipe piles and pretensioned prestressed pipe piles. Pretensioned prestressed pipe pile is a hollow cylindrical slender concrete prefabricated component made by pretensioned prestressing process and centrifugal forming method. It is mainly composed of cylindrical pile body, end plate and steel ferrule. [0003] After the concrete pipe pile is buried in the foundation, the upper end of the pipe pile will be higher than the foundation surface. After that, the inner wall of the pipe pile needs to be cleaned, and the accumulated water in the pipe pile should be drained, so that the prefabricated steel cage can be inserted smoothly. In the pipe pile, concrete is poured in the pipe pile afterwar...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D13/08E02D5/50B08B9/047
CPCE02D13/08E02D5/50B08B9/047
Inventor 李飞虎谭峰
Owner 浙江恒宸建设集团有限公司
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