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Static pressure pipe pile settling construction technique

A technology of construction technology and technology, applied in the direction of sheet pile wall, foundation structure engineering, construction, etc., can solve the problems of frequent maintenance, construction noise disturbing residents, increase of engineering quantity, etc., to achieve concentrated construction workload, small construction environment interference, Guarantee the effect of pile quality

Inactive Publication Date: 2008-03-05
夏传清
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The technical status of the construction technology of long spiral bored piles is as follows: 1. A large amount of residual soil is generated, and the biggest problem is the transportation of residual soil; 2. For different strata, the selection of drilling tools and drilling methods are extremely strict. It is easy to loose the soil at the bottom of the hole, which affects the bearing capacity and pile quality; 3. The drilling parts wear a lot and need frequent maintenance
The outstanding problems of diesel hammering or electric vibration pile forming technology are: construction noise nuisance, air pollution, and secondly, due to the limitation of hammering energy and pipe diameter, it is difficult to bear high-rise buildings with large loads and piles with high bearing capacity requirements foundation construction, and its on-site operation methods are cumbersome and outdated; in addition, if saturated soft soil layer is encountered during construction, diameter shrinkage and hole collapse are prone to occur, and construction treatments such as secondary vibration or reverse insertion and re-drilling are required
The existing static pressure prefabricated pipe pile construction technology effectively solves practical problems such as residual soil, construction noise and air pollution, but it needs to be determined by the component factory according to the design requirements of single pile bearing capacity, foundation bearing layer depth and transportation conditions before construction. For prefabricated piles, when faced with complex stratum structures, such as the buried depth of the bearing layer at the pile tip is large and exceeds the limit length of the pile machine, it is necessary to weld the pile ends of multiple prefabricated piles, increase the length of the pile foundation, and then press them continuously Into the bearing layer, if the level of the bearing layer changes greatly, the redundant piles exceeding the design elevation will be cut off, and a large amount of prefabricated pile materials will be wasted; , transportation costs and losses, cut off excess prefabricated piles, etc., all increased its construction investment

Method used

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  • Static pressure pipe pile settling construction technique

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Embodiment Construction

[0010] The construction method of the static pressure sinking pile provided by the patent application of the present invention uses the sinking structure as follows: the upper end is provided with a connecting flange 3 communicating with the concrete high-pressure conveying pipeline 2, and the lower end is hinged with a connecting flange 3 which is used when injecting high-pressure concrete. The pile point 4 that high pressure pressure opens. The immersed tube implementing the construction process method of the present invention can be an existing general-purpose seamless thick-walled steel pipe, and the lower end of the immersed tube is hinged with a valve pile point 4; the immersed tube structure as shown in Figure 2 can also be used, and the immersed tube A double-layer casing structure is adopted, that is, a core tube 10 is coaxially arranged in the immersed tube, and the lower end of the core tube is hinged to set a pile tip 4, and the tube layer space between the core tub...

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Abstract

The static pressure immersed tube pile constructing process includes the following steps: hoisting the immersed tube with pile tip and setting in place, pressing the immersed tube into ground with one static pressure piling machine while detecting whether to have the pile tip reaching the bearing stratum until reaching the required bearing pressure, and pouring concrete with the concrete pump while lifting the immersed tube gradually until the poured concrete reaches the design elevation. The in-situ high pressure concrete pouring piling process has the features of easy control, concentrated construction jobs, less environment interference, no pollution, high piling quality and low material loss.

Description

technical field [0001] The invention relates to the pile forming technology of building foundation. Background technique [0002] Existing construction methods for building foundations using mechanical piles mainly include long auger bored pile technology, diesel hammering or electric vibration type immersed pipe pile technology and hydraulic prefabricated pipe pile technology. The technical status of the construction technology of long spiral bored piles is as follows: 1. A large amount of residual soil is generated, and the biggest problem is the transportation of residual soil; 2. For different strata, the selection of drilling tools and drilling methods are extremely strict. It is easy to loose the soil at the bottom of the hole, which affects the bearing capacity and pile quality; 3. The drilling parts wear a lot and need frequent maintenance. The outstanding problems of diesel hammering or electric vibration pile forming technology are: construction noise nuisance, ai...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D5/38E02D5/42E02D7/20
Inventor 晏可奇刘忠昌刘晓东夏传清
Owner 夏传清
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