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Method for dewatering foundation pit by using bored cast-in-place pile

A technology of bored cast-in-place piles and foundation pits, which is applied in infrastructure engineering, construction, etc., can solve problems such as high cost, high noise, and difficult drilling, and achieve the goals of avoiding hole-forming noise, reducing construction costs, and reducing construction procedures Effect

Inactive Publication Date: 2012-07-04
BEIJING JIAOTONG UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

When switching to a full-casing drilling rig, the claw method is used, which is noisy and expensive, so it is difficult to drill in boulder formations

Method used

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  • Method for dewatering foundation pit by using bored cast-in-place pile

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Embodiment Construction

[0021] The present invention is further elaborated below in conjunction with accompanying drawing. figure 1 Utilize the bored cast-in-place pile for the present invention to carry out the structural representation of the method for foundation pit dewatering, as figure 1 Shown, utilize bored cast-in-place pile of the present invention to carry out the method for foundation pit dewatering and comprise the following steps:

[0022] a) Excavate bored pile hole 9, the depth of pile hole 9 is over-excavated by 3-3.5m compared with the design depth; the over-excavation depth is mainly used for filling pea stone and fine sand in the subsequent steps; hoisting steel cage in pile hole 9 10. Fix the reinforcement cage 10 on the pile hole 9 with steel pipe or channel steel;

[0023] b) Lift the water filter pipe 6 welded with a steel plate at the bottom of the pipe and place it in the hole of the pile hole 9, wrap the filter screen on the wall of the water filter pipe 6, clamp the upper ...

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Abstract

The invention discloses a method for dewatering a foundation pit by using a bored cast-in-place pile. The method comprises the following steps of: excavating a pile hole, hoisting a reinforcement cage in the pile hole, and fixing the reinforcement cage at an orifice by using a steel pipe or groove steel; hoisting water filtering pipes of which the bottoms are welded and sealed by steel plates to the orifice of the pipe hole, winding filter screens on the walls of the water filtering pipes, clamping upper openings of the water filtering pipes by using clamp plates, and arranging the clamp plates on the orifice of the pile hole; inserting all the water filtering pipes and well pipes into the pile hole sequentially section by section until a hole bottom is reached, wherein the length of each water filtering pipe is the same as an over-excavation depth; uniformly and continuously filling pisolith and fine sand to the periphery of outer walls of the well pipes in turn; putting the reinforcement cage down, and pouring concrete; and binding a cable on a water suction pipe by using a rope, lowering a water pump to a position which is 1 to 1.5m away from the hole bottom, hoisting the water pump by using a steel wire rope, and placing the water pump at a well mouth. By the method, a drill hole has two functions, the hole drilling construction of the well pipes is prevented, construction processes are reduced, and construction cost is reduced; and the method is particularly suitable for projects with pile formation difficulties or without dewatering conditions in the field.

Description

technical field [0001] The invention belongs to the technical field of construction, in particular, the invention relates to a method for dewatering foundation pits by using bored cast-in-place piles. Background technique [0002] In recent years, large and medium-sized cities around the world have been developing and utilizing underground space, and the number and scale of underground engineering construction projects have increased rapidly, such as foundation pits for high-rise buildings, deep trenches for large pipelines, deep foundation pits for subway stations, etc. . The construction of these underground projects is mostly affected by groundwater, so construction precipitation has become an important link to ensure construction safety. [0003] At present, the tube wells used for dewatering are all drilled separately to construct the dewatering wells. When the subway construction is carried out in the pebble stratum, due to the existence of large particle size boulder...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D19/10
Inventor 黄明利张占程张素英魏玉明裴书锋
Owner BEIJING JIAOTONG UNIV
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