甘元初,朱建新,宋会莲.锚贴钢板加固钢筋混凝土梁受剪性能的试验研究[J].南华大学学报(自然科学版),2007,21(2):93~97.[.Shear-Resistance Property of RC Beam Strenghtened with Rivets Anchoring Steel Pate[J].Journal of University of South China(Science and Technology),2007,21(2):93~97.]
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
投稿时间:2007-04-04  
DOI:
中文关键词:  锚贴钢板,抗剪加固,斜截面
英文关键词:rivets anchoring steel plate,shear-resitence strengthen,diagonal section
基金项目:
甘元初  朱建新  宋会莲
南华大学城市建设学院 湖南衡阳421001(甘元初,宋会莲)
,浙江华洲国际设计有限公司 浙江丽水323000(朱建新)
摘要点击次数: 887
全文下载次数: 4
中文摘要:
      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.
英文摘要:
      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.
查看全文  查看/发表评论  下载PDF阅读器
关闭