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锚贴钢板加固钢筋混凝土梁受剪性能的试验研究

Shear-Resistance Property of RC Beam Strenghtened with Rivets Anchoring Steel Pate

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【作者】 甘元初朱建新宋会莲

【Author】 GAN Yuan-chu1,ZHU Jian-xin2,SONG Hui-lian1(1.School of Urban Construction,University of South China,Hengyang,Hunan 421001,China;2.Zhejian Huazhou International Design Co.Ltd,Lishui,Zhejiang 323000,China)

【机构】 南华大学城市建设学院浙江华洲国际设计有限公司南华大学城市建设学院 湖南衡阳421001浙江丽水323000湖南衡阳421001

【摘要】 锚贴钢板加固法,是在混凝土构件外部用专用铆钉将钢板铆接于构件表面,以提高其承载力的一种新型补强加固方法.通过对2根用该工艺加固的钢筋混凝土梁和1根对比梁进行了抗剪性能的实验研究.试验结果表明,利用这种方法进行加固的梁,其抗剪承载力得到显著提高,同时对斜裂缝的发展有很好的抑制作用.

【Abstract】 Strengthening the beams with the rivets anchoring steel plate is a new reinforcement method,attaching the special rivets to the surface of the R C member outside to improve the beam’s bearing capacity.This paper has done an experiment on two RC beams strenghtened in this way and a comparable beam to test the shear-resistence property.The results show that the shear-resistance property of the beams strenghtened in this way has got apparent improvement in shear-resistance property and the bearing capacity,and also gained a better inhibitory effect on the development of the slanting crack.

  • 【文献出处】 南华大学学报(自然科学版) ,Journal of University of South China(Science and Technology) , 编辑部邮箱 ,2007年02期
  • 【分类号】TU375.1
  • 【被引频次】7
  • 【下载频次】129
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