伊河堤防防渗加固技术  

Anti-seepage and reinforcement technology of Yi river embankment

作　　者：戴翠琴[1] 何楠[1] 陈丽刚[1] 

机构地区：[1]黄河勘测规划设计有限公司,河南郑州450003

出　　处：《山西建筑》2017年第8期212-213,219,共3页Shanxi Architecture

摘　　要：针对伊河堤防工程的实际地质情况,提出了薄壁抓斗挖槽混凝土防渗墙、高压喷射灌浆及射水法混凝土防渗墙三种地下连续墙施工方案,通过综合比较,选取了第一种防渗加固处理方法,并介绍了混凝土防渗墙的施工关键技术和质量控制要点,对类似工程防渗加固处理有一定的借鉴意义。According to the actual geological conditions of Yi river embankment engineering,this paper put forward the thin-walled dredging grab concrete anti-seepage wall,high pressure jet grouting and water jetting method concrete anti-seepage wall three underground continuous wall construction schemes,through the comprehensive comparison,selected the first anti-seepage reinforcement treatment method,and introduced the construction key technology and quality control key points of concrete anti-seepage wall,had certain reference significance for similar engineering reinforcement and treatment.

关 键 词：堤防工程 薄壁抓斗挖槽 混凝土防渗墙 质量控制 

分 类 号：TV871[水利工程—水利水电工程]