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钢结构住宅墙体(板)连接节点应用与研究现状

APPLICATION AND RESEARCH OF JOINTS BETWEEN WALLS (PANELS) AND STEEL STRUCTURES RESIDENCE

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【作者】 侯和涛臧海涛王静峰

【Author】 Hou Hetao1 Zang Haitao1 Wang Jingfeng2 (1. School of Civil Engineering,Shandong University, Jinan 250061, China; 2. School of Civil Engineering,Hefei Polytechnical University, Hefei 230009, China)

【机构】 山东大学土建与水利学院合肥工业大学建筑工程系

【摘要】 墙体(板)与钢框架结构的连接节点对提高钢框架的抗震性能有重要影响,节点的承载力、刚度是保证墙体(板)与钢框架共同作用的关键因素。对砌块墙体、钢筋混凝土墙体、轻钢龙骨墙板、蒸压加气混凝土墙板和复合墙板与钢框架的连接节点以及节点的破坏形式和作用机制进行概述,提出节点对钢框架抗震性能的影响程度,并对新型连接节点进行展望,为以后的工程应用提供理论与试验依据。

【Abstract】 The joint between the steel frames and walls (panels) have an important influence on the improvement of the seismic behavior of steel frames,the bearing capacity and rigidity of connection are the key factor to ensure walls (panels) and steel frames work together. The paper reviews the joint between the steel frames and block walls,reinforced concrete walls,light steel keel wallboards,autoclaved aerated concrete wallboards and composite panels,the failure modes and mechanisms of joints are also outlined. The influence degrees of joint to seismic behavior of steel frames are put forward,the new joint is also discussed,this provides theoretical and experimental basis for the engineering applications in the future.

【关键词】 墙体(板)钢框架连接节点抗震性能
【Key words】 walls (panels)steel framesjointsseismic behavior
【基金】 山东省自然科学基金资助项目(ZR2011EEM023);山东省研究生教育创新计划项目(SDYC11006)
  • 【分类号】TU391
  • 【被引频次】9
  • 【下载频次】485
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