装配式混凝土结构湿连接发展现状
史继创1,2,田鹏刚1,2,张风亮1,2,边兆伟1,2,成 浩1,2

(1.陕西省建筑科学研究院有限公司,陕西 西安 710082; 2.陕西建科建设特种工程有限公司,陕西 西安 710082)

湿连接; 节点质量; 缺陷检测; 承载力计算

Development status of wet connection of precast concrete structure
SHI Jichuang1,2,TIAN Penggang1,2,ZHANG Fengliang1,2,BIAN Zhaowei1,2,CHENG Hao1,2

(1.Shaanxi Institute of Architecture Science, Xi'an 710082, China; 2.Shaanxi Jianke Construction Special Engineering Co. Ltd., Xi'an 710082, China)

wet connection; connection quality; defect detection; bearing capacity prediction

DOI: 10.15986/j.1006-7930.2022.06.015

备注

围绕国内外已开展的研究工作,介绍了我国最常用的两种预制装配式混凝土结构湿连接形式——套筒灌浆连接和浆锚搭接连接,分析了影响湿连接节点质量的各种因素,并评价了不同影响因素下湿连接节点质量缺陷的检测方法,以便实际工程中进行选用; 最后,总结与讨论了各国规范中装配式混凝土结构水平缝承载力的计算公式,为今后装配式混凝土结构湿连接的发展提供基础理论支持.
The most commonly used wet connection technology of precast concrete structure in China was introduced in this paper, included the sleeve grouting connection technology and the grout anchor lap connection technology. Various factors affecting the quality of wet connection were analyzed. The detection methods for the quality defects of wet-connected joints under different influence factors are evaluated for selection in practical engineering. Finally, the prediction formulas of horizontal joints bearing capacity of prefabricated concrete structures in various national codes were summarized and discussed. It provides basic theoretical support for the development of wet connection of prefabricated concrete structures in the future.
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