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汾河二库大坝灌浆工程的施工方法
引用本文:段君才.汾河二库大坝灌浆工程的施工方法[J].山西水利科技,2008(1):61-63.
作者姓名:段君才
作者单位:山西省水利建筑工程局,太原,030006
摘    要:汾河二库大坝为碾压混凝土重力坝,坝址位于悬泉寺背斜的南西倾伏端F9断层与F10断层之间,坝基岩溶发育微弱,以溶孔和溶蚀裂隙为主,两坝肩岩溶较发育.为保证大坝的安全和蓄水量,须对坝基、坝肩进行固结灌浆和帷幕灌浆.文中就汾河二库大坝灌浆工程主要施工方法的一些经验进行探讨.

关 键 词:固结灌浆  帷幕灌浆  试验参数  施工工艺  汾河二库  大坝  灌浆工程  施工方法  Reservoir  Grouting  Foundation  Method  of  帷幕灌浆  固结灌浆  蓄水量  安全  岩溶发育  坝肩  溶蚀裂隙  溶孔  坝基  断层  背斜  坝址
文章编号:1006-8139(2008)01-61-03
收稿时间:2007-10-10
修稿时间:2007年10月10

On Construction Method of Dam Foundation Grouting in Second Fenhe Reservoir
DUAN Jun-cai.On Construction Method of Dam Foundation Grouting in Second Fenhe Reservoir[J].Shanxi Hydrotechnics,2008(1):61-63.
Authors:DUAN Jun-cai
Institution:DUAN Jun-cai
Abstract:The Second Fenhe Reservoir's dam is a roller compacted concrete dam.Its site is located on the south-west plunging side of Xuanquansi anticline and between the F9 fault and F10 fault.The karstification in dam foundation is faint and the main forms are solution hole and fissure,but in dam abutment it is strong.In order to guarantee dam safety and water storage,the curtain and consolidation grouting must be conducted.In this paper,the main construction method and experiments about dam foundation grouting in second Fenhe Reservoir are discussed.
Keywords:consolidation grouting curtain grouting test parameter construction technique
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