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Foundation pit leakage disposal method based on diaphragm wall enclosure structure
The invention discloses a sudden leakage disposal method based on an underground diaphragm wall enclosure structure, and aims to solve the problems that the efficiency of a current deep foundation pit leakage water treatment mode is low, and initial dangerous cases cannot be rapidly controlled. The sudden leakage disposal method based on the underground diaphragm wall enclosure structure comprises the steps that a slurrying and control system is installed, and sleeve valve pipes are pre-buried at all diaphragm wall amplitude joints; and a grouting floral tube is installed, automatic grout making is conducted according to the position and size of water leakage, high-pressure grout feeding is conducted after grout making is completed, and finally the grouting process is completed. According to the construction method provided by the invention, the labor cost is greatly reduced, the construction efficiency is improved, the time is greatly saved, the initial control of a dangerous case is facilitated, the application range is wide, and various emergency rescue tasks of water leakage of the foundation pit can be efficiently dealt with.
本申请公开了一种基于地下连续墙围护结构的突发渗漏处置方法,旨在解决当前深基坑渗漏水处理方式效率低下,无法迅速控制初期险情的问题。本申请提供的基于地下连续墙围护结构的突发渗漏处置方法包含:安装制浆与控制系统、在所有地连墙墙幅接缝处预埋袖阀管;安装注浆花管、根据渗漏水部位及大小进行自动化制浆、制浆完成后进行高压送浆、最后完成注浆过程。本申请所提供的施工方法极大的降低了人力成本,提高了施工效率,极大的节省了时间,有利于险情的初期控制,适用范围广,可高效的应对各种基坑渗漏水的抢险任务。
Foundation pit leakage disposal method based on diaphragm wall enclosure structure
The invention discloses a sudden leakage disposal method based on an underground diaphragm wall enclosure structure, and aims to solve the problems that the efficiency of a current deep foundation pit leakage water treatment mode is low, and initial dangerous cases cannot be rapidly controlled. The sudden leakage disposal method based on the underground diaphragm wall enclosure structure comprises the steps that a slurrying and control system is installed, and sleeve valve pipes are pre-buried at all diaphragm wall amplitude joints; and a grouting floral tube is installed, automatic grout making is conducted according to the position and size of water leakage, high-pressure grout feeding is conducted after grout making is completed, and finally the grouting process is completed. According to the construction method provided by the invention, the labor cost is greatly reduced, the construction efficiency is improved, the time is greatly saved, the initial control of a dangerous case is facilitated, the application range is wide, and various emergency rescue tasks of water leakage of the foundation pit can be efficiently dealt with.
本申请公开了一种基于地下连续墙围护结构的突发渗漏处置方法,旨在解决当前深基坑渗漏水处理方式效率低下,无法迅速控制初期险情的问题。本申请提供的基于地下连续墙围护结构的突发渗漏处置方法包含:安装制浆与控制系统、在所有地连墙墙幅接缝处预埋袖阀管;安装注浆花管、根据渗漏水部位及大小进行自动化制浆、制浆完成后进行高压送浆、最后完成注浆过程。本申请所提供的施工方法极大的降低了人力成本,提高了施工效率,极大的节省了时间,有利于险情的初期控制,适用范围广,可高效的应对各种基坑渗漏水的抢险任务。
Foundation pit leakage disposal method based on diaphragm wall enclosure structure
基于地连墙围护结构的基坑渗漏处置方法
SHI YUAN (Autor:in) / WANG YANHUI (Autor:in) / WANG JIAN (Autor:in) / CHEN BIN (Autor:in) / LI RUI (Autor:in) / LIU XIANG (Autor:in) / KONG JINYANG (Autor:in) / ZHANG DU (Autor:in) / WANG PING (Autor:in) / LYU PENGZHOU (Autor:in)
05.12.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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