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Engineering pile in karst cave geology and pile forming process

A technology for engineering piles and karst caves, which is applied in infrastructure engineering, sheet pile walls, buildings, etc., can solve problems such as difficulty in forming effective protective walls, and achieve the effect of ensuring pile quality, good economic benefits, good promotion and practical value

Pending Publication Date: 2018-07-10
CHINA CONSTR SECOND ENG BUREAU LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The purpose of the present invention is to provide a kind of engineering pile and pile forming technology in karst cave geology, which mainly solves the technical problem that it is difficult to form an effective retaining wall in the karst cave when the engineering pile passes through the karst cave; and solves the problem that the filler in the karst cave no longer flows into the pile In the hole, the sediment at the bottom of the pile and the deformation of the soil in the karst cave will cause the necking of the pile body and the pile breakage, so as to improve the quality of the pile

Method used

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  • Engineering pile in karst cave geology and pile forming process
  • Engineering pile in karst cave geology and pile forming process
  • Engineering pile in karst cave geology and pile forming process

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Embodiment Construction

[0028] In order to make the technical means, innovative features, goals and effects achieved by the present invention easy to understand, the present invention will be further described below.

[0029] The examples described here are specific specific implementations of the present invention, and are used to illustrate the concept of the present invention. They are all explanatory and exemplary, and should not be construed as limiting the implementation of the present invention and the scope of the present invention. In addition to the embodiments described here, those skilled in the art can also adopt other obvious technical solutions based on the claims of the application and the contents disclosed in the description, and these technical solutions include adopting any obvious changes made to the embodiments described here. Replacement and modified technical solutions.

[0030] A kind of engineering pile in karst cave geology, such as figure 1 As shown, the lower part of the...

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Abstract

The invention relates to an engineering pile in karst cave geology and a pile formation process. The lower part of the engineering pile passes through the geological layer, a cave is positioned in thegeological layer, the engineering pile passes through the karst cave and extends into anupper layer soil body; a circle of jet grouting pile reinforcing body is arranged on the outer wall of the engineering pile in the karst cave in a supporting way; the reinforcing body has a centrosymmetric structure; the cross section of the jet grouting pile reinforcing body is formed by a plurality of minorarcs which are connected with each other end to end; the geological layer sequentially comprises a limestone layer, a fractured rock layer and the upper layer soil body from bottom to top; the cave ispositioned in the fractured rock layer. The engineering pile in the cave geology and the pile forming process have the characteristics of being safe and applicable, and the like, having very good practical and promotional values, and producing good economic benefit after being widely popularized and applied.

Description

technical field [0001] The invention belongs to the field of building construction, in particular to an engineering pile in karst cave geology and a pile-forming process. Background technique [0002] At present, engineering piles in karst geological areas usually adopt the form of mud retaining wall + rotary drilling bored piles. When encountering karst caves with fillers, backfilling flakes or concrete is used to complete the drilling to penetrate the karst cave to the design elevation of the bearing layer, which often needs to be repeated many times. A large amount of rubble or concrete is needed to complete the drilling after only one backfilling, and the pile hole cannot be closed in time, and it needs to be put on hold for a longer time. and the surrounding soil are severely damaged, which brings waste of cost and delays in the construction period. Since the filler in the cave is generally in a flow-plastic state, even if the hole can be formed smoothly after backfilli...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D5/36E02D5/46E02D15/04
CPCE02D5/36E02D5/46E02D15/04E02D2250/0023
Inventor 王国庆袁修明潘巍张双邓雪君冯宝龙廖春懿
Owner CHINA CONSTR SECOND ENG BUREAU LTD
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