Method for cast-in-place pile bar inserting after concrete pressure irrigation of long auger drilling hole

A technology of long auger drilling and pouring concrete, which is applied in the direction of sheet pile walls, buildings, and foundation structure engineering, etc. It can solve the problems of small and medium-diameter piles without major improvement, conduit pouring technology, and limited adaptability to strata, and achieve pile formation speed Fast, broad application prospects, improve the effect of construction organization

Inactive Publication Date: 2020-01-03
瑞森新建筑有限公司
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Problems solved by technology

[0002] At present, the construction of pile foundations with diameters above medium in my country has been developed into holes formed by rotary drilling rigs, and the work efficiency has been greatly improved. However, there is no major improvement in China for small and medium-diameter piles. Traditional submersible drilling rigs are relatively fast in forming holes, but their adaptability to strata is limited. There is also the problem of the catheter perfusion process

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  • Method for cast-in-place pile bar inserting after concrete pressure irrigation of long auger drilling hole
  • Method for cast-in-place pile bar inserting after concrete pressure irrigation of long auger drilling hole

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[0022] In order to enable those skilled in the art to better understand the solutions of the present invention, the following will clearly and completely describe the technical solutions in the embodiments of the present invention in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are only It is an embodiment of a part of the present invention, but not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts shall fall within the protection scope of the present invention.

[0023] It should be noted that the terms "first" and "second" in the description and claims of the present invention and the above drawings are used to distinguish similar objects, but not necessarily used to describe a specific sequence or sequence. It is to be understood that the data so used are interchangeable under appropriate ...

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Abstract

The invention discloses a method for cast-in-place pile bar inserting after concrete pressure irrigation of a long auger drilling hole. The method includes the following steps that (1) a long spiral drilling machine drills a hole until the designed depth is obtained; (2) pressure irrigation of concrete into the hole with a certain pressure is carried out by using a high-pressure concrete pump through a drill stem center channel while a long spiral drill is lifted, and concrete irrigation is carried out until the set elevation is obtained; and (3) in virtue of the dead load of steel cage and / orspecial vibration equipment, a steel cage is inserted into the concrete to reach the designed elevation to form a reinforced concrete cast-in-place pile. The method has the beneficial effects that the quality of a pile body is easy to ensure, the concrete compactness is good, strength is high, soil is in close contact with a surrounding soil body, and the friction force of the pile body is increased; and the pile tip has no virtual soil, pile breaking, diameter reducing, hole collapse and other common quality problems are prevented.

Description

technical field [0001] The invention belongs to the field of building construction, and in particular relates to a method for pouring cast-in-place piles with long auger holes for pressing and pouring concrete Background technique [0002] At present, the construction of pile foundations with diameters above medium in my country has been developed into holes formed by rotary drilling rigs, and the work efficiency has been greatly improved. However, there is no major improvement in China for small and medium-diameter piles. Traditional submersible drilling rigs are relatively fast in forming holes, but their adaptability to strata is limited. There is also the problem of the catheter perfusion process. Contents of the invention [0003] The technical problem to be solved by the present invention is to provide a method for the construction of small and medium-sized pile foundations, which solves the two major technical problems of pressure grouting and bar insertion during co...

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D5/34
CPCE02D5/34
Inventor 谢洪栋李伟于建业宋纯飞陶增荣韩磊朱瑶黄琦赵全孔德宽李航杨一波宋伦伦高翠
Owner 瑞森新建筑有限公司
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