Cast-in-place pile head processing method and a cast-in-place pile with a fast-dismounting pile head

A processing method and technology for cast-in-place piles, which are applied in sheet pile walls, buildings, infrastructure projects, etc., can solve the problems of large damage to steel bars, high cost, low pile head processing efficiency, etc., and achieve fast construction speed, low cost, and construction. Efficient effect

Pending Publication Date: 2018-06-01
CHINA STATE CONSTR PORT ENG GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] In order to solve the problems of low processing efficiency, high cost, and great damage to steel bars in the prior art, the present invention provides a pile head processing method and a quick-detachable pile head filling pile, which are not only easy to operate, but also have high construction efficiency; and It can protect the safety of the steel bar and ensure the quality of the pile body

Method used

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  • Cast-in-place pile head processing method and a cast-in-place pile with a fast-dismounting pile head
  • Cast-in-place pile head processing method and a cast-in-place pile with a fast-dismounting pile head
  • Cast-in-place pile head processing method and a cast-in-place pile with a fast-dismounting pile head

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Embodiment 1

[0030] A method for treating the head of cast-in-place pile, such as Figure 1-3 As shown, the construction steps include:

[0031] ①In the pouring hole 1, set the cast-in-place pile steel skeleton 2 matched with it. The pile body of the steel skeleton 2 includes vertical steel bars 21 and stirrups 22, and the pile head of the steel bar skeleton 2 includes vertical steel bars. twenty one;

[0032] 2. set the steel bar casing 3 on the vertical steel bar 21 of the pile body part, set the vertical steel bar 4 horizontally on the stirrup bar 22 at the top of the pile body part, so that the vertical steel bar 4 is located between the cast-in-place pile head 5 and 6 piles;

[0033] 3. install the hollow formwork 7 on the erecting steel bar 4, so that the hollow formwork 7 is arranged at the bottom of the pile head 5 above the cast-in-place pile body 6, and the hollow formwork 7 is opposite to the pile body 6 The axis is centrally symmetrical;

[0034] ④ Pour concrete into the po...

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PUM

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Abstract

The invention discloses a cast-in-place pile head processing method and a cast-in-place pile with a fast-dismounting pile head, and relates to the field of water conservancy projects. The constructionstep comprises the following steps that 1, a cast-in-place pile steel bar framework is arranged in a pouring hole; 2, a steel bar sleeve pipe is arranged on a vertical reinforcing steel bar of a pilebody part, and a vertical steel bar is transversely arranged on a stirrup on the top end of the pile body part; 3, a hollow groove mold plate is installed on the vertical steel bar; 4, concrete is poured into the pouring hole to form a pile; 5, a jack is arranged in the hollow groove mold plate, and the jack is lifted to the position where a pile head and the pile body forms a bed joint; and 6, pile head concrete is fixed through a hollow groove in the hollow groove mold plate and the bed joint, and the pile head concrete is vertically separated from the pile body. The processing method and the cast-in-place pile have the advantages that operation is simple and convenient, and the construction efficiency is high; and the steel bar safety can be protected, and the quality of the pile bodycan be guaranteed.

Description

technical field [0001] The invention relates to the field of water conservancy engineering, in particular to a method for treating cast-in-place pile heads and quick-detachable pile-head cast-in-situ piles. Background technique [0002] During the construction of pile foundation concrete, laitance is prone to occur due to the sinking of the concrete coarse aggregate at the top of the cast-in-place pile. It often leads to poor concrete strength at the pile head, and the height of the pile top is not easy to control during the pouring of cast-in-place piles. In order to ensure the concrete strength of the pile body and the elevation of the pile top, in the prior art, the height of the pile is usually higher than the elevation required by the design when pouring the pile, and then the excess part is manually chiseled to reach the elevation of the design. There is not a kind of simple and easy special processing device in pile head chiseling construction. [0003] In the prior...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D5/38E02D5/72
CPCE02D5/38E02D5/72
Inventor 刘其杰王迎王斌李坚王沛晨沈俊华
Owner CHINA STATE CONSTR PORT ENG GRP
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