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地下连续墙水力成槽新技术的研究
引用本文:代国忠,靖向党,王忠生.地下连续墙水力成槽新技术的研究[J].水利与建筑工程学报,2004,2(3):22-24,44.
作者姓名:代国忠  靖向党  王忠生
作者单位:长春工程学院,吉林,长春,130021;天津二建天腾基础公司,天津,300400
摘    要:笔者分析了槽板式地下连续墙成槽常用工法的应用情况及特点,如导板式液压抓斗、多头钻、双轮铣、冲击反循环及水力成槽法等。较详细介绍了SV型水力成槽机的结构设计方案,如结构组成、设计依据及技术参数、适用范围等,并提出了水力成槽施工的注意事项。

关 键 词:地下连续墙  堤坝防渗墙  水力成槽方法  水力喷射破土
文章编号:1672-1144(2004)03-0022-03

Study on Way of Excavated slot by Hydraulic Power for Diaphragm Walls
DAI Guo-zhong,JING Xiang-dang,WANG Zhong-sheng.Study on Way of Excavated slot by Hydraulic Power for Diaphragm Walls[J].Journal of Water Resources Architectural Engineering,2004,2(3):22-24,44.
Authors:DAI Guo-zhong  JING Xiang-dang  WANG Zhong-sheng
Abstract:First of all, the applying situation and characteristic of the familiar excavating technology about diaphragm wall are analysed in this paper, such as the hydraulic diaphragm wall grab, drilling with long position, rock cutter wheels with roller bits, reverse circulation instroking ,as well as the way of excavated slot by hydraulic power. Secondly,the design project of mechanism about SV mode hydraulic machine is introduced,for instance, the mechanism constitute, design foundation, technique parameter and the applying range. Moreover,the regard points of excavating slot by the hydraulic machine are advanced.
Keywords:diaphragm walls  permeated -proof walls of dam  the way of excavated slot by hydraulic power  breaking ground by hydraulic spouting
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