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水平荷载作用下钢框架中内嵌ALC墙板抗裂性能试验研究

EXPERIMENTAL STUDY ON CRACK RESISTANCE OF ALC PLATE EMBEDDED IN STEEL FRAME UNDER HORIZONTAL LOAD

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【作者】 黄瑞桦; 陈杰; 刘发起; 许航; 王玉银; 徐文昕;

【Author】 Huang Ruihua;Chen Jie;Liu Faqi;Xu Hang;Wang Yuyin;Xu Wenxin;China Aviation Planning And Design Institute(Group)Co.Ltd.;Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education,Harbin Institute of Technology;China Construction Science And Industry Corporation Ltd.;Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology,Harbin Institute of Technology;

【机构】 中国航空规划设计研究总院有限公司; 哈尔滨工业大学结构工程灾变与控制教育部重点实验室; 中建科工集团有限公司; 哈尔滨工业大学土木工程智能防灾减灾工业和信息化部重点实验室;

【摘要】 为研究水平荷载作用下钢框架中不同连接方式的蒸压加气混凝土(ALC)板的抗裂性能,以及不同饰面做法抗裂性能,设计并进行了三榀足尺两层单跨钢框架-内嵌ALC墙板的低周往复荷载试验。通过对比不同连接方式墙板破坏演化过程,得到了内嵌蒸压加气混凝土墙板的破坏模式,分析了连接方式对蒸压加气混凝土墙板抗裂性能的影响,以及不同饰面做法的抗裂性能。结果表明:内嵌ALC板以墙板连接件处开裂为主要破坏方式;内置锚连接方式墙板抗裂性能优于钩头螺栓连接方式和滑动螺栓方式;墙板与钢框架接缝位置饰面为抗裂薄弱位置,墙板拼缝位置饰面抗裂性能良好,双组份密封胶填缝抗裂性能好于单组份密封胶。

【Abstract】 In order to study the crack resistance of autoclaved lightweight concrete(ALC) plate with different connection modes in steel frame under horizontal load and the crack resistance of different finishing methods, three full-scale two-story single span steel frame embedded ALC plate low cyclic reciprocating load tests were designed and carried out. By comparing the failure evolution process of plate with different connection methods, the failure mode of embedded autoclaved lightweight concrete plate is obtained, and the influence of connection methods on the crack resistance of ALC plate and the crack resistance of different finishing methods are analyzed. The results show that the main failure mode of the embedded ALC plate is the cracking of the plate connector; The built-in anchor connection has better crack resistance than hook bolt connection and sliding bolt connection; The finish at the joint between plate and steel frame is weak in crack resistance, the finish at the joint of plate has good crack resistance, and the crack resistance of two-component sealant is better than single component sealant.

  • 【会议录名称】 第二十二届全国现代结构工程学术研讨会论文集
  • 【会议名称】第二十二届全国现代结构工程学术研讨会
  • 【会议时间】2022-07-22
  • 【会议地点】中国江苏徐州
  • 【分类号】TU391
  • 【主办单位】天津大学、天津市钢结构学会
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