Cast-in-place pile construction method adopting pre-reinforcing and then hole forming for easy-to-collapse stratum

A construction method and pre-reinforcement technology, applied in sheet pile walls, foundation structure engineering, construction, etc., can solve problems such as poor self-stability of geological conditions, difficulty in forming holes for cast-in-situ piles, and over-square concrete pouring, so as to improve construction efficiency, The effect of improving the quality of pore formation and increasing the efficiency of pore formation

Active Publication Date: 2020-04-10
ERCHU CO LTD OF CHINA RAILWAY TUNNEL GRP
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Problems solved by technology

[0007] However, the above-mentioned technical solutions still do not solve the problem of poor self-stability in geological conditions, easy to collapse when exposed to water, and relatively loose ground. When the cast-in-situ pile is constructed, it often occurs that the cast-in-place pile is difficult to form holes, the hole is seriously collapsed, and the concrete pouring is seriously oversized. And other issues

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  • Cast-in-place pile construction method adopting pre-reinforcing and then hole forming for easy-to-collapse stratum

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Embodiment Construction

[0033] Specific embodiments of the present invention will be described in detail below in conjunction with the accompanying drawings. It should be understood that the specific embodiments described here are only used to illustrate and explain the present invention, and are not intended to limit the present invention.

[0034] Such as figure 1 Shown, a kind of collapsible stratum pre-reinforcement of the present invention forms the construction method of perforated pile again, carries out according to the following steps:

[0035] (1) Determination of the depth range of bored pile collapse;

[0036] Combined with the geological survey situation, find out the range of weak soil layers with poor self-stability, easy to collapse when exposed to water, and relatively loose, that is, the range of the collapse depth of bored piles:

[0037] A) Combined with the actual drilling situation on site, roughly determine the depth of the collapsed hole by observing the amount of soil lifte...

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Abstract

The invention discloses a cast-in-place pile construction method adopting pre-reinforcing and then hole forming for an easy-to-collapse stratum. The cast-in-place pile construction method comprises the following steps that (1) the hole collapse depth range of a bored pile is confirmed; (2) the soft stratum is reinforced within the hole collapse depth range; and (3) holes are formed according to the normal construction procedures. By means of the cast-in-place pile construction method, the problems that when cast-in-situ bored pile construction is carried out at the position of the soft and weak soil layer prone to suffering from hole collapse, hole forming of a cast-in-place pile is hard, hole collapse is severe, and excessive concrete pouring is severe can be effectively solved, meanwhile, field machines can be reasonably utilized, equipment in and out of the field can be reduced, cost can be reduced, and the construction efficiency can be improved.

Description

technical field [0001] The invention relates to the technical field of stratum pre-reinforcement construction engineering before bored piles are formed, in particular to a construction method for pre-reinforced and then bored cast-in-situ piles in easily collapsed strata. Background technique [0002] Domestic urban subway engineering construction is developing very rapidly. In the construction of subway tunnels and stations, the main construction methods include open-cut method, shield method and spray-anchor concealed excavation method. Due to the high safety factor of the open-cut method, it is often used as an urban subway Preferred method for stations. In the construction of the open cut method, the bored pile is the most common form of the enclosure structure of the two-story station. Compared with other pile technologies, the bored pile has a wide range of applications, fast construction speed, low noise, and low noise. The impact caused by the lives of the surroundi...

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D3/12E02D5/46
CPCE02D3/126E02D5/46
Inventor 杨艳玲何进江刘学霸王坤王康胜吕高乐杨成春范东升宋康年张卫中谭建兵范国亮刘波汪建卫林兵杨健礼冯飞李少贤王帅张随涛
Owner ERCHU CO LTD OF CHINA RAILWAY TUNNEL GRP
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