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高水压超深超厚地下连续墙接头选型研究

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超深地下连续墙成槽过程在遭遇富水地质条件时,存在施工效率低、施工成本高、渗漏水严重等缺陷,对后期基坑开挖及稳定性、主体结构质量均有严重影响.针对北京轨道交通28 号线东大桥站复杂地质条件下地下连续墙施工,分析型钢接头和铣接头工艺特点,提出接头渗漏水机制,总结接头选型理论依据,解决了施工中存在的富水地质条件下因接头施工低效率及高成本、接头部位止水效果不明等原因而难以选择接头形式的难题.
Research on the Selection of Ultra-Deep and Ultra-Thick Diaphragm Wall Joints Under High Water Pressure
When encountering water-rich geological conditions during the trenching process of ultra-deep diaphragm walls,there are defects such as low construction efficiency,high construction costs,and severe water leakage,which seriously affect the excavation and stability of the foundation pit and the quality of the main structure in the later stage.This paper focuses on the construction of ultra-deep diaphragm walls at Dongdaqiao Station on Beijing Subway Line 28 under complex geological conditions,analyzes the process characteristics of section steel joints and milling joints,proposes the principle of joint water leakage,and summarizes the theoretical basis for joint selection.It solves the problem of difficulty in selecting joint forms due to low efficiency and high cost of joint construction,unclear waterproofing effect at joint locations,and other reasons in water-rich geological conditions during construction.

diaphragm wallwater-rich geologysection steel jointmilling jointselection

张艳雷

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中铁十六局集团有限公司 北京 100018

地下连续墙 富水地质 型钢接头 铣接头 选型

2024

铁道建筑技术
中国铁道建筑总公司

铁道建筑技术

影响因子:0.539
ISSN:1009-4539
年,卷(期):2024.(12)