首页|钢管混凝土柱-钢梁连接节点形式与研究进展

钢管混凝土柱-钢梁连接节点形式与研究进展

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钢管混凝土结构体系中,梁柱节点的受力状态复杂,是结构体系中的关键连接部位,对结构的承载力、刚度以及稳定性能均有重要影响.对国内外钢管混凝土柱-钢梁连接节点的相关研究进行了全面的综述,总结了内加强型连接节点、外加强型连接节点、贯通式连接节点、螺栓连接节点等各类钢管混凝土柱-钢梁连接节点形式的特点和已有研究,从承载力、刚度、破坏模式、抗震性能、设计方法等方面对各类连接节点的优势和存在的问题进行了分析和归纳.旨在为钢管混凝土柱-钢梁连接节点的相关研究提供参考,促进钢管混凝土柱结构体系的研究和工程应用.
Forms and research progress on CFST column-steel beam joints
In concrete-filled steel tube(CFST)structure system,the stress state of column-beam joint is complicated.The joint is the key part of CFST structure system,which has an important influence on the bearing capacity,stiffness and stability of the structure.Comprehensive review of the research on CFST column-steel beam joints at home and abroad was provided,and the characteristics and existing research of various types of CFST column-steel beam joints,including internal reinforced joint,external reinforced joint,through-diaphragm joint,bolted joint and so on were introduced.The advantages and existing problem of all kinds of joints were summarized from the aspects of bearing capacity,stiffness,failure mode,seismic performance and design methods.The purpose is to provide reference for the research of CFST column-steel beam joints,and to further promote the research and engineering application of CFST column structure system.

concrete-filled steel tube columnsteel beambeam-column jointmechanical propertyliterature review

王元清、林樱、叶全喜、舒畅、张枫、张智彬、聂会东

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清华大学土木工程系,北京 100084

燕山大学土木工程系,秦皇岛 066004

中国五洲工程设计集团有限公司,北京 100053

深圳金鑫绿建股份有限公司,深圳 518117

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钢管混凝土柱 钢梁 梁柱节点 力学性能 文献综述

河北省自然科学基金资助项目燕山大学基础创新科研培育项目

E20222031572021LGQN035

2024

建筑结构
中国建筑设计研究院 亚太建设科技信息研究院 中国土木工程学会

建筑结构

CSTPCD北大核心
影响因子:0.723
ISSN:1002-848X
年,卷(期):2024.54(20)