摘要
为解决地下结构侧墙-底板节点钢筋间距较小、混凝土浇筑不密实等问题,提出钢筋桁架形式的2种模块化节点优化方案。为研究钢筋模块化节点与钢筋绑扎节点的力学性能及裂缝开展情况的差异性,设计3个几何相似比为1∶3的缩尺构件来进行静力单向加载试验。试验结果表明:1)相同荷载作用下钢筋模块化节点与传统节点在变截面处受拉主筋应力基本一致,甚至更小,采用模块化钢筋节点配筋能达到与传统节点配筋一致的力学性能;2)随着外荷载的增加,模块化钢筋节点与钢筋绑扎节点初始裂缝位置与裂缝宽度大致相同,即侧墙外侧出现初始裂缝,位置均出现在侧墙变截面处外侧,宽度均在0.05 mm左右;3)节点最终裂缝扩展路径基本一致,侧墙、底板外侧最大裂缝宽度均在0.25 mm左右。
To address the problems of small reinforcement spacing and poor concrete pouring in the sidewall-floor joints of underground structures,two optimization schemes for modular reinforced joints in the form of steel trusses are proposed.In this paper,three scaled-down members with a geometrically similar ratio of 1∶3 are designed to perform static unidirectional loading test to study the differences in mechanical properties and crack development between the modular reinforced joints and the reinforced binding joints.The test results show the following:(1)Under the same load,the tensile stress of the main reinforcement at the variable cross-section of the reinforced modular joints and the traditional joints is basically the same,or even smaller.The reinforced modular joints can achieve the same mechanical properties as the traditional joints.(2)As the external load increases,the initial crack location and crack width of the modular reinforced joints and the reinforced binding joints are roughly the same,which means that the initial cracks appear on the outside of the sidewall(all cracks),and the width sizes are approximately 0.05 mm.(3)Eventually,the joints crack expansion paths are basically the same,and the maximum crack widths on the sidewalls and the outside of the floor are at approximately 0.25 mm.
作者
王天
WANG Tian(China Railway Construction South China Construction Co.,Ltd.,Guangzhou 510000,Guangdong,China)
出处
《隧道建设（中英文）》
CSCD
北大核心
2023年第S01期121-130,共10页
Tunnel Construction
基金
中铁建华南建设有限公司2020年科研计划项目(20-B-04)。
关键词
钢筋混凝土结构
地下侧墙-底板
钢筋模块化节点
试验研究
reinforced concrete structure
underground sidewall-floor
reinforced modular joint
experimental research
作者简介
王天(1977-),男,安徽寿县人,2009年毕业于中国地质大学,项目管理领域工程专业,硕士,高级工程师,现从事隧道工程、城市轨道交通等领域的技术工作。E-mail:693335166@qq.com。
