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Construction method for breaking and removing virtual pile head without girdling

A construction method and pile head technology, applied in sheet pile wall, foundation structure engineering, construction, etc., can solve the problems of complicated construction, noise disturbance and other problems, and achieve the effects of simple process, convenient cleaning and chiseling, and high work intensity.

Pending Publication Date: 2022-08-02
中建八局西北建设有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] In order to overcome the defects existing in the existing technology, a construction method for circumcision-free virtual pile head removal is now provided to solve the problems of cumbersome construction and noise disturbance in the existing virtual pile head circumcision removal

Method used

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  • Construction method for breaking and removing virtual pile head without girdling
  • Construction method for breaking and removing virtual pile head without girdling
  • Construction method for breaking and removing virtual pile head without girdling

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Embodiment Construction

[0019] The present application will be further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the related invention, but not to limit the invention. In addition, it should be noted that, for the convenience of description, only the parts related to the invention are shown in the drawings.

[0020] It should be noted that the embodiments in the present application and the features of the embodiments may be combined with each other in the case of no conflict. The present application will be described in detail below with reference to the accompanying drawings and in conjunction with the embodiments.

[0021] refer to figure 1 As shown, the present invention provides a construction method for removing virtual pile heads without ring cutting, comprising the following steps:

[0022] S1: Cast the pile foundation concrete 1 to the foundation elev...

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Abstract

According to the construction method for removing the virtual pile head without girdling breaking, a high-pressure jet grouting machine is used for spraying a concrete retarder to the position of the pile head needing to be cleaned, the retarder reacts with the pile head concrete, the setting time of the pile head concrete is delayed, pile foundation concrete below the pile head concrete is not affected, and the pile head concrete is prevented from being damaged. After the lower pile foundation concrete is finally set, the pile head concrete is not finally set, so that the pile head concrete is convenient and efficient to clean and chiseled away, manual circular cutting of the pile head and stripping of pile foundation main reinforcements are not needed, the pile head concrete chiseling construction is small in manual demand, simple in procedure and high in working strength, meanwhile, dust and noise cannot be generated in the breaking process, and the construction cost is reduced. And the environment and noise cannot disturb residents. The problems that existing virtual pile head girdling breaking is tedious in construction and noise disturbs residents are solved.

Description

technical field [0001] The invention relates to the technical field of building construction, in particular to a construction method for eliminating virtual pile heads without ring cutting. Background technique [0002] In order to meet the requirements of ultra-high and large-span modern buildings, the building foundations are mostly in the form of pile foundations. In the process of pile foundation construction, as the direct connection with the main body, the treatment of virtual pile heads is particularly important. The traditional virtual pile head treatment plan is to overfill the pile foundation to a certain height during the construction of the pile foundation. After the pile foundation concrete is finally set, it will be cut along the foundation elevation line, and the concrete outside the reinforcement will be broken and stripped. Then, holes will be drilled around the pile foundation. Apply evenly, expand the pile head concrete to form a ring cut section, and then...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D9/00E02D5/34E02D5/46E02D15/04
CPCE02D9/00E02D5/34E02D5/46E02D15/04
Inventor 习佳龙于浩侯龙赵民旭蔡铁臣贺应龙
Owner 中建八局西北建设有限公司