钢板桩围堰整体防渗复合灌浆工艺研究  

Research on the Integrated Anti-Seepage Composite Grouting Technology of Steel Sheet Piling Cofferdam

作　　者：江道远[1] JIANG Dao-yuan(Chengdu Hydroelectric Construction Engineering Co.Ltd.of Sinohydro Bureau7,Chengdu 611130,China)

机构地区：[1]中国水利水电第七工程局成都水电建设工程有限公司,成都611130

出　　处：《中小企业管理与科技》2018年第31期150-152,共3页Management & Technology of SME

摘　　要：钢板桩围堰由于自身特殊的构造形式,在不同的地质条件下,结合方式存在差异,导致不同的结合区域存在不同的质量问题,为有效的防范质量缺陷,达到围堰整体防渗的目的和效果,论文通过对钢板桩围堰整体防渗复合灌浆工艺的研究,确定了一套科学、高效的施工工艺,保证工程质量。Due to the special structural formof the steel sheet piling cofferdam,the combinationmodes are different under different geological conditions,which leads to different quality problems in different binding areas.In order to prevent quality defects effectively,and achieve the purpose and effect of the integral seepage control of cofferdam,the paper studies the integrated anti-seepage composite grouting technology of steel sheet pilingcofferdam,anddeterminesa set of scientific andefficient constructiontechnology,so as t oensure the engineeringquality.

关 键 词：巴基斯坦 塔贝拉水电站 钢板桩围堰 整体防渗 复合灌浆工艺 

分 类 号：TV551.3[水利工程—水利水电工程]