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Construction method for utilizing underground continuous walls as exploration trunks

An underground diaphragm wall and construction method technology, which is applied in the field of exploration and construction, can solve the problems of large disturbance of deep sand layer sampling, increase the number of samples, and unsatisfactory field test conditions for the number of samples, etc., achieve ideal conditions for exploration tests and increase the number of samples , the effect of reducing the risk of leakage

Active Publication Date: 2019-11-05
CHINA HYDROELECTRIC ENGINEERING CONSULTING GROUP CHENGDU RESEARCH HYDROELECTRIC INVESTIGATION DESIGN AND INSTITUTE
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0005] What the present invention is to solve is that for the geological conditions of deep overburden and / or the geological conditions of large depth and multiple bottom layers, the existing drilling and exploration methods will cause great disturbance to the sampling of deep sand layers, a small number of samples and unsatisfactory field test conditions. Technical problem, the purpose is to provide a method suitable for exploration under the geological conditions of deep overburden and / or large depth and multiple bottom layers, which can avoid the disturbance of sampling deep sand layers, increase the number of samples, and ensure an ideal exploration test. Conditional Utilization of Underground Diaphragm Wall as a Construction Method for Exploration Wells

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  • Construction method for utilizing underground continuous walls as exploration trunks
  • Construction method for utilizing underground continuous walls as exploration trunks
  • Construction method for utilizing underground continuous walls as exploration trunks

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Embodiment

[0037] A construction method using an underground diaphragm wall as an exploration well, including site leveling, auxiliary facility construction, and the following steps:

[0038] (1) Construction of underground diaphragm wall: the underground diaphragm wall shall be implemented in stages, and the underground diaphragm wall shall be excavated into grooves and poured into walls in each phase;

[0039] (2) Grouting construction: After the construction of each phase of the underground diaphragm wall is completed, the consolidation grouting and curtain grouting shall be carried out successively under the wall, and the joint grouting shall be carried out for the construction joint 2 at the junction of each section. The wall constitutes a complete exploration well;

[0040] (3) Excavation and support in the well: After the exploration surrounding well is formed, the soil in the well is excavated, and the internal support is installed in the well at different intervals according to ...

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Abstract

The invention discloses a construction method for utilizing underground continuous walls as exploration trunks. The method comprises field engineering and auxiliary facility construction and the following steps of (1) underground continuous wall construction; (2) grouting construction; (3) downhole excavation support; (4) wellhead water interception and well bottom water discharging; and (5) exploration test. The construction method is suitable for the exploration under the geological conditions of deep coatings and / or geological conditions of large depth and multiple bottom layers, and is capable of avoiding the deep sand layer sampling from disturbance, increasing the sampling quantity and ensuring the ideal exploration test conditions.

Description

technical field [0001] The invention relates to the technical field of exploration and construction, in particular to a construction method using an underground diaphragm wall as an exploration well. Background technique [0002] In the prior art, the underground diaphragm wall is often used in construction, and its main function is to stabilize the base. The main structure is concrete and steel bars, and the underground diaphragm wall usually adopts a rectangular structure. When it works, it can offset the force of the building and reduce the damage to the base. Due to the damp and dark environment of the building underground, groundwater seepage problems often occur. If it cannot be solved in time, the basement materials will gradually fall off when they are damp, causing a larger area of ​​materials to be damp. The underground continuous wall strengthens the base and can be better. solve the above problems. [0003] For the geological exploration of deep overburden, in ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D5/18E02D15/04E02D1/02
CPCE02D1/025E02D1/027E02D5/187E02D15/04
Inventor 宋寅何坤辜育新
Owner CHINA HYDROELECTRIC ENGINEERING CONSULTING GROUP CHENGDU RESEARCH HYDROELECTRIC INVESTIGATION DESIGN AND INSTITUTE