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一种无凹槽壁的预制预应力叠合梁柱节点施工技术研究

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文章从试验研究和现场实践两个方面,阐述无凹槽壁的预制预应力叠合梁柱节点的应用情况.在试验研究方面,通过对 3 个试件的低周反复试验,研究试件的破坏形态、耗能、延性和强度指标,并提出试验结论;在现场实践方面,通过具体工程案例,阐述无凹槽壁的预制预应力叠合梁柱节点在节点优化设计、钢筋连接、模板安装等方面的实施情况.通过两方面内容阐述无凹槽壁的预制预应力叠合梁柱节点的可行性.
Research on Construction Technology of Prefabricated Prestressed Composite Beam-column Joints Nodes without Grooved Walls
This paper elaborates on the application of precast prestressed composite beam-column joints without groove walls from two aspects:experimental research and on-site practice.In terms of experimental research,the failure mode,ductility,energy consumption,and strength of three specimens are studied through low-cycle repeated tests,and experimental conclusions are proposed.In terms of on-site practice,specific engineering cases are used to illustrate the implementation of prefabricated prestressed composite beam-column joints without groove walls in terms of node optimization design,steel bar connection,and template installation.Elaborate on the feasibility of precast prestressed composite beam-column joints without groove walls through two aspects.

no groove wallsprefabricated prestressed composite beamsYK adjustable steel bar combination joint

张明明、张瑜开

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南京大地建设集团有限责任公司,江苏南京 210042

无凹槽壁 预制预应力叠合梁 YK可调钢筋组合接头

2024

江苏建筑
江苏省土木建筑学会,江苏省建筑科学研究院有限公司

江苏建筑

影响因子:0.395
ISSN:1005-6270
年,卷(期):2024.(4)