水闸混凝土结构破损及其产生机制探讨  

The Discussion on the Damaged Concrete and its Mechanism of the Sluice Projects

作　　者：王璐璐 卞小龙 严琴琴 杨苗苗 Wang Lulu;Bian Xiaolong;Yan Qinqin;Yang Miaomiao(The Water Service Station of the Banjing Town In Rugao,Rugao,Jiangsu 226500;Hexin Engineering Investigation and DesignInstitute Co.,Ltd.,Nantong,Jiangsu 226000;The Management Institute of the Xinjianghai Sluice In Nantong,Nantong,Jiangsu 226009;School of Transportation and Civil Engineering,Nantong University,Nantong,Jiangsu 226019)

机构地区：[1]江苏省如皋市搬经镇水利服务站,江苏如皋226500 [2]南通和信工程勘测设计院有限公司,江苏南通226000 [3]江苏省南通市新江海河闸管理所,江苏南通226009 [4]南通大学交通与土木工程学院,江苏南通226019

出　　处：《江西建材》2019年第9期146-146,148,共2页Jiangxi Building Materials

摘　　要：水闸混凝土破损会降低工程安全性能,影响其正常运行。因此,笔者介绍了水闸混凝土的裂缝、渗漏和剥蚀等常见破损类型,分析其产生机理,并针对特定结构破损形式,提出一些简要地预防或修复措施。The damaged concrete can reduce the safety of the sluice and affect its normal operation. Thus, this paper introduces the common damage types of sluice concrete, such as crack, leakage and denudation, analyzes its mechanism, and puts forward some simple repair measures.

关 键 词：水闸 混凝土 破损成因 

分 类 号：TU37[建筑科学—结构工程]