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温泉水电站混凝土面板堆石坝在面板浇筑完成后,对其混凝土裂缝进行了检查统计,并对裂缝的成因进行了分析,且介绍了裂缝处理措施及效果,为类似工程的混凝土裂缝处理提供参考。
Abstract:After the concrete placement of the face slab of the concrete face rockfill dam for Wenquan Hydropower Station,the inspection and statistics are made on the cracks of the concrete face,and then not only the cracking causation is analyzed,but the measures for the treatment on the cracks and their effects are also described herein; which can provide some references for the treatment of the concrete cracking for the similar projects concerned.
[1]DL/T 5016—1999,混凝土面板堆石坝设计规范[S].
[2]蒋国澄,傅志安,风家骥.混凝土面板坝工程[M].武汉:湖北科学技术出版社,1997.
[3]郦能惠.高混凝土面板堆石坝新技术[M].北京:中国水利水电出版社,2007.
[4]中国水利水电科学研究院.国电新疆伊犁喀什河温泉水电站竣工安全鉴定报告[R].北京:中国水利水电科学研究院,2002.
基本信息:
DOI:10.13928/j.cnki.wrahe.2013.10.026
中图分类号:TV641.43;TV544
引用信息:
[1]张伟.温泉水电站大坝面板混凝土裂缝成因及处理措施[J].水利水电技术,2013,44(10):93-95.DOI:10.13928/j.cnki.wrahe.2013.10.026.