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)
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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. |
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