A Construction Method of Anchor Pipes for Large Deep Foundation Pit Support

A technology of deep foundation pit support and construction method, which is applied in the field of large-scale deep foundation pit support anchor pipe drilling construction, can solve problems such as difficult construction, achieve the effects of reducing costs, increasing construction quality, and easy design angles

Active Publication Date: 2018-02-02
CHINA MCC17 GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0002] With the rapid development of urban construction, a large number of high-rise and super high-rise buildings have been built more and more, and there have been more and more large-scale deep foundation pit projects. The site conditions and resistance conditions faced by foundation pit excavation are becoming more and more restricted Strict, the use of traditional soil nailing support has limitations. It is only suitable for foundation pits with good geological conditions and low construction difficulty. When encountering complex geological conditions, it is difficult to construct

Method used

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  • A Construction Method of Anchor Pipes for Large Deep Foundation Pit Support
  • A Construction Method of Anchor Pipes for Large Deep Foundation Pit Support
  • A Construction Method of Anchor Pipes for Large Deep Foundation Pit Support

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Embodiment 1

[0018] Such as Figure 1-4 As shown, the present invention discloses a large-scale deep foundation pit support anchor pipe construction method, using steel bars to weld two parallel steel pipes to fix an integral parallel bracket, and then weld a formed triangular bracket with steel bars, and weld One end of the parallel bracket is placed on the triangular support, the welding side of the parallel support steel bar is facing downward, and the other end is placed in the slope 8, the design angle of the anchor pipe 3 is adjusted, and the pneumatic impact hammer is fastened with the hoop type fixing ring 5 before and after. , the two sides of the hoop type fixing ring 5 are welded steel pipes, the steel pipe is perpendicular to the pneumatic impact hammer 4, and then the fixed pneumatic impact hammer 4 is placed in the overall steel pipe, and the front end of the processed anchor pipe 3 faces the design hole 7, and the other One end is inserted into the pneumatic impact hammer 4,...

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Abstract

The invention discloses a construction method for driving a large-sized deep foundation pit supporting anchor pipe, comprising: fixedly welding two parallel steel pipes by using rebars to form an integrated parallel support, welding a formed triangular support by using rebars, resting one end of the welded parallel support on the triangular support with a rebar welded side of the parallel support facing down and the other end rested in a slope, adjusting design angle of the anchor pipe, fastening a pneumatic impact hammer by using hoop fixing rings in front and rear of the hammer, welding steel pipes to two sides of the hoop fixing rings with the steel pipes perpendicular to the pneumatic impact hammer, mounting the fixed pneumatic impact hammer in the whole steel pipe, aligning the front end of the processed anchor pipe to a design hole site, inserting the other end of the anchor pipe into the pneumatic impact hammer, holding the steel pipes of the hoop fixing rings on two sides of the pneumatic impact hammer by two operators, and starting the pneumatic impact hammer; the anchor pipe is not prone to deformation, the design angle is easy to control, construction period can be shortened, the cost can be reduced, construction is simple, construction quality is improved, and the method has been implemented successfully in project cases.

Description

technical field [0001] The invention relates to a large-scale deep foundation pit support anchor pipe drilling construction method, which belongs to the field of civil foundation pit support construction. Background technique [0002] With the rapid development of urban construction, a large number of high-rise and super high-rise buildings have been built more and more, and there have been more and more large-scale deep foundation pit projects. The site conditions and resistance conditions faced by foundation pit excavation are becoming more and more restricted Strictly, the use of traditional soil nailing support has limitations. It is only suitable for foundation pits with good geological conditions and low construction difficulty. It is difficult to construct in environments with complex geological conditions. [0003] Anchor support technology is to drive steel pipes into the soil layer to be supported. After grouting, the anchor pipe can have a certain pull-out resista...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D17/04E02D5/74
CPCE02D5/74E02D17/04
Inventor 王军
Owner CHINA MCC17 GRP
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