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大管井降水在深水基础围堰中的应用
引用本文:于加顺.大管井降水在深水基础围堰中的应用[J].工程建设与设计,2012(8):171-173.
作者姓名:于加顺
作者单位:中铁二十二局哈尔滨铁路建设集团,哈尔滨,150000
摘    要:在松花江特大桥深水单层钢板桩围堰中,基底不设封底混凝土时,通过基底下土层的渗透系数、基坑总涌水量的计算,进行基础降水方案设计,介绍了大管井降水井设置原则、方法及施工中注意事项,较全面阐述了降水、围堰施工方案.

关 键 词:深水基坑  钢板桩围堰  无封底混凝土  大管井降水  施工技术

Application of Reducing Water Level by Big Tube Well in Deep Water Foundation Cofferdam
YU Jia-shun.Application of Reducing Water Level by Big Tube Well in Deep Water Foundation Cofferdam[J].Construction & Design for Project,2012(8):171-173.
Authors:YU Jia-shun
Affiliation:YU Jia-shun(Haerbin Railway Construction Bureau Co.Ltd.,of China Railway 22nd Construction Bureau Co.Ltd.,Haerbin 150000,China)
Abstract:In deep water steel sheet pile cofferdam of the songhua river super major bridge,the foundation is not sealed by concrete at the bottom.The scheme design for decreaseing the water level is based on the caculation of the permeability coefficient of soil of the bottom of the foundation pit,on the calculation of total yield.This paper introduces principles,methods and matters needing attention in the construction for setting the big tube well to reduce the level of water and expounds water reduction m,cofferdams construction plan.
Keywords:deep water foundation pit  steel sheet pile cofferdam  no bottom sealing concrete cofferdam  reduce water level by big tube well  construction technology
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