首页|地下连续墙刚性排插接头技术研究

地下连续墙刚性排插接头技术研究

扫码查看
通过研究地下连续墙钢筋笼和钢箱作为受力结构、钢箱与钢筋笼刚性连接、连接采用排插式方法等一系列施工技术研究实现刚性排插接头工艺,有效避免混凝土绕流,提高地下连续墙接头的止水效果及受力性能.研究结果表明,随着超大超深基坑的实施,刚性排插接头技术在大型工程中具有广泛应用的潜力.
Research on Rigid Plug-in Joint Technology of Underground Continuous Wall
By studying a series of construction techniques such as the steel cage and steel box of the underground continuous wall as the stress structure,the rigid connection between the steel box and the steel cage,and the connection using the row-type method,the rigid row-type joint process is realized,which effectively avoids the concrete flow and improves the water-stopping effect and stress performance of the underground continuous wall joint.The research results show that with the implementation of super-large and super-deep foundation excavation,the rigid joint technology has the potential to be widely used in large-scale projects.

underground continuous wallconcreterigid plug-in jointtestsconstruction

罗会东、周佳奇、冯志军、叶涛、薛高升、周腾龙、曹安乐

展开 >

中国葛洲坝集团市政工程有限公司,湖北 宜昌 443000

同济大学桥梁工程系,上海 200092

地下连续墙 混凝土 刚性排插接头 试验 施工技术

2024

施工技术(中英文)
亚太建设科技信息研究院 中国建筑设计研究院 中国建筑工程总公司 中国土木工程学会

施工技术(中英文)

影响因子:1.244
ISSN:2097-0897
年,卷(期):2024.53(16)