秦山三期核电工程1号反应堆基岩固结灌浆  

Consolidation grouting for bed rock of unit one reactor in the third phase of Qinshan nuclear power engineering

作　　者：李婕[1] 何大坤[2] 顿志林[1] 

机构地区：[1]河南理工大学土木建筑工程系,河南焦作454010 [2]河南理工大学建设工程监理所,河南焦作454010

出　　处：《焦作工学院学报》2004年第5期363-365,共3页Journal of Jiaozuo Institute of Technology(Natural Science)

摘　　要：灌浆压力是控制灌浆过程的重要参数之一.在秦山三期核电工程1号反应堆基岩进行固结灌浆过程中,应用GIN灌浆法对灌浆全过程进行动态监控,收到较好的效果,值得推广.灌浆结果表明,固结灌浆提高了基岩的整体稳定性.Grouting pressure is one of the important parameters. When consolidation grouting was performed for bed rock of unit one reactor in plase Ⅲ of Qinshan nuclear power engineering, the GIN method was used to dynamically monitor and control the grouting process. The grouting effect is remarkable and the method should be popularized. The grouting results indicate that the consolidation grouting can increase the whole stability of bed rock.

关 键 词：固结灌浆 GIN灌浆法 灌浆压力 基岩 动态监控 秦山三期核电工程 整体稳定性 全过程 

分 类 号：TD823[矿业工程—煤矿开采] TU452[矿业工程—矿山开采]