Strengthening and reinforcing mountain piling construction method for underground pile foundation cavern

A construction method and technology for pile foundations, which are applied in basic structure engineering, chemical instruments and methods, filling and other directions, can solve problems such as geological disasters, damage to piling equipment, casualties, etc., to reduce the strength of mountain piles and ensure stability. , the effect of increasing the amount of grouting

Active Publication Date: 2019-01-15
ARCHITECTURAL DESIGN RES INST OF GUANGDONG PROVINCE
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Problems solved by technology

[0003] (1) Collapsed hole: The hole wall is unstable and collapsed, and accidents such as stratum subsidence, damage to piling equipment, damage to additional buildings or underground pipelines, and even casualties may occur
[0004] (2) For broken piles of engineering piles, during the process of pouring concrete, if the concrete flows out due to underground karst caves, the integrity of the pile body concrete will be destroyed, and pile breaking accidents will occur
[0005] (3) Inducing geological disasters: The continued development of soil karst caves will cause uneven settlement or karst ground subsidence, induce geological disasters, affect the safe use of buildings, and even pose a threat to people's lives and property

Method used

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  • Strengthening and reinforcing mountain piling construction method for underground pile foundation cavern
  • Strengthening and reinforcing mountain piling construction method for underground pile foundation cavern
  • Strengthening and reinforcing mountain piling construction method for underground pile foundation cavern

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Embodiment Construction

[0045] like Figure 1 to Figure 5 The construction method for strengthening and strengthening the karst caves of underground pile foundations shown is suitable for pile foundations where the thickness of the bearing layer is less than 3 times the diameter of the pile body and the thickness of the bearing layer is less than 5 meters, and there are caves with a height of ≥ 3 meters below the bearing layer Pile foundation construction includes the following steps:

[0046] Step (1), advanced drilling: According to the investigation data of the project, it is shown that there are karst caves 5 in the site, and the advanced drilling is carried out before the pile is formed, and the advanced drilling depth should be drilled to the karst caves 5 below the bottom of the proven pile;

[0047]Step (2), opening: adopt pile driver to open pile hole 1 to the design elevation at the bottom of the pile;

[0048] Step (3), deep drilling: use a pile driver to drill the micro-steel pipe 2 to t...

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Abstract

The invention discloses a strengthening and reinforcing mountain piling construction method for an underground pile foundation cavern. The strengthening and reinforcing mountain piling construction method comprises the steps that (1), advanced drilling is conducted, specifically, the cavern situation of a site is displayed according to survey data of a project, advanced drilling is conducted before pile forming, and the advanced drilling depth should be drilled till the cavern situation below the pile bottom is proven; (2), hole forming is conducted, specifically, a pile hole is formed in thedesign elevation of the pile bottom; (3), deep drilling is conducted, specifically, a miniature steel pipe is drilled to the cavern bottom; (4), mountain piling is conducted, specifically, mountain piling comprises dredging, discharging for stacking and filling, grouting for consolidation and re-inspection; and (5), pile forming is conducted, specifically, the miniature steel pipe penetrates through a filler pile to be driven to the cavern bottom, a made steel reinforcement cage is put into the pile hole, pile body concrete is poured into a pile, and construction is completed. According to thestrengthening and reinforcing mountain piling construction method, the harm of the underground pile foundation cavern can be safely, quickly, economically, thoroughly and effectively treated, the construction safety and the pile forming quality of the project pile are guaranteed, and the bearing capacity and anti-deformation requirements of the structure are met.

Description

technical field [0001] The invention relates to a method for treating karst caves, in particular to a construction method for strengthening and reinforcing karst caves for underground pile foundations. Background technique [0002] With the continuous acceleration of urbanization in our country, the construction of urban infrastructure has been further developed, and the number of high-rise buildings is increasing, which puts forward higher requirements for the quality and safety of pile foundation construction. In the process of pile foundation construction, it is not uncommon to encounter bad geology of karst caves. Since pile foundation construction is an underground concealed project, karst caves bring great difficulties to pile foundation construction. If reasonable treatment is not carried out, there will be the following hazards : [0003] (1) Collapsed hole: The hole wall is unstable and collapsed, and accidents such as stratum subsidence, damage to pile driving too...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D27/32E02D27/12E02D17/18E02D3/12C09K17/10
CPCC09K17/10E02D3/12E02D17/18E02D27/12E02D27/32E02D2300/0023
Inventor 陈星吴泉霖陈加区彤雷玉剑张小良林泳傅剑波林菲菲谭和孙立德王伟江郭达文张雅融李勇君
Owner ARCHITECTURAL DESIGN RES INST OF GUANGDONG PROVINCE
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