节点文献

横向荷载作用下钢柱厚型防火涂料破损试验

Experimental study on fireproof coating damage on steel columns under lateral load action

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 王卫永李国强

【Author】 WANG Wei-Yong1,LI Guo-Qiang 2 (1.Key Laboratory of New Technology for Construction of Cities in Mountain Area of Ministry of Education,School of Civil Engineering,Chongqing University,Chongqing 400045,China;2.State Key Lab for Disaster Reduction in Civil Engineering,School of Civil Engineering,Tongji University,Shanghai 200092,China)

【机构】 重庆大学土木工程学院山地城镇建设与新技术教育部重点实验室同济大学土木工程学院土木工程防灾国家重点实验室

【摘要】 为研究钢柱上厚型防火涂料在外力作用下的破坏规律,进行了3个钢柱在外力作用下的防火涂料破损试验,研究H型钢柱上的厚型防火涂料分别在单向加载和往复加载作用下的破坏现象和破坏模式,并对试验结果进行分析.结果表明:防火涂料和界面剂之间以及界面剂和钢板之间的粘结性能差,钢柱受外力作用后粘结很容易破坏.单向加载的钢柱,在受拉翼缘上,初始裂缝间距逐渐加大并会产生新的横向裂缝,柱底部防火涂料脱落;在受压翼缘上,初始干缩裂缝逐渐闭合,柱底的防火涂料被压碎.往复加载的钢柱,粘结更容易破坏.外力作用下,钢柱上防火涂料容易破损,下端翼缘上破损严重,破损模式为大片剥离和脱落,破损程度和柱顶水平荷载有关,腹板上的防火涂料基本完好.

【Abstract】 To study the failure mode and damage phenomenon of fire retardant coating under monotonous and cyclic load,three experiments were carried out.The experimental results show that the bonding strength is weak between fire retardant coating and steel columns,especially under loaded.For the column monotonously loaded,on the flange with tension,initial cracks on the coating became serious and some new cracks arose.On the flange with compression,the initial cracks closed and the coating on the end of the column was broken down.For the column cyclically loaded,the bond between coating and columns failed more easily.Therefore,the fire retardant coating on steel columns is easily damaged under external force and the damage is serious at the bottom of column.The failure mode is breaking off and falling.The damage area has great relation with the load on top of the column.The coating on the web of column is integrated.

【关键词】 钢柱防火涂料试验破坏
【Key words】 steel columnfireproof coatingexperimentdamage
【基金】 国家自然科学基金资助项目(507380055,1006320)
  • 【文献出处】 哈尔滨工业大学学报 ,Journal of Harbin Institute of Technology , 编辑部邮箱 ,2010年12期
  • 【分类号】TU545;TU391
  • 【被引频次】5
  • 【下载频次】132
节点文献中: 

本文链接的文献网络图示:

本文的引文网络