后浇带在句容河蓄水闸上的应用研究  

Study on the application of post-watering belt on the Jurong River Sluice

作　　者：杨宇 贡锦炜 吴雷 朱田康 冯淑琳 Yang Yu;Gong Jinwei;Wu Lei;Zhu Tiankang;Feng Shulin(Zhenjiang Engineering Survey and Design Institute,Zhenjiang 212000,China;Danyang Water Conservancy Bureau,Danyang 212300,China)

机构地区：[1]镇江市工程勘测设计研究院有限公司,江苏镇江212000 [2]丹阳市水利局,江苏丹阳212300

出　　处：《山西建筑》2021年第20期175-176,182,共3页Shanxi Architecture

摘　　要：以句容河蓄水闸为例,介绍了水工结构中后浇带的类型,详细说明了其结构、材料和施工等具体的设计内容,并通过监测数据对实际工程效果进行了分析。由监测表明,未发现明显的沉降、变形、裂缝等情况,后浇带的设置解决了句容河蓄水闸结构差异沉降以及其产生的裂缝等问题,为类似工程项目提供了参考借鉴。Taking the Jurong River Sluice as an example,the types of post cast strip in hydraulic structure is introduced,the specific design contents of its structure,material and construction is described in detail,and the actual engineering effect through monitoring data is carried out.The results of monitoring data show that no obvious settlements,deformations,cracks,etc.have been found.The setting of post-watering belts has solved the problems of differential settlement of the Jurong River Sluice structure and the resulting cracks,providing a reference for similar projects.

关 键 词：后浇带 蓄水闸 差异沉降 裂缝 

分 类 号：TV544[水利工程—水利水电工程]