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钢筋轻骨料混凝土板在旧桥改建中的性能分析
引用本文:陈顺伟,周建宾,赵欣,王志强.钢筋轻骨料混凝土板在旧桥改建中的性能分析[J].河北工业大学学报,2010,39(1).
作者姓名:陈顺伟  周建宾  赵欣  王志强
作者单位:河北工业大学,土木工程学院,天津,300132
摘    要:从理论和试验研究两方面入手,结合实际工程,进行分级加载试验,分析与普通混凝土强度等级相同的轻骨料混凝土空心板的挠度和变形.结果表明,在设计荷载范围内,轻骨料空心板相对残余变形较小,荷载—挠度关系近似于线性关系,弹性较好.但是,轻骨料混凝土空心板开裂荷载较小,裂缝出现较早,发展较快.试验分析为轻骨料混凝土在桥梁中的应用提供了宝贵的参考价值.

关 键 词:桥梁工程  轻骨料混凝土  改建  裂缝  挠度  

Performance Analysis of Reinforced Light-weight Aggregate Concrete Boards in the Rebuilt Bridges
CHEN Shun-wei,ZHOU Jian-bin,ZHAO Xin,WANG Zhi-qiang.Performance Analysis of Reinforced Light-weight Aggregate Concrete Boards in the Rebuilt Bridges[J].Journal of Hebei University of Technology,2010,39(1).
Authors:CHEN Shun-wei  ZHOU Jian-bin  ZHAO Xin  WANG Zhi-qiang
Affiliation:School of Civil Engineering;Hebei University of Technology;Tianjin 300132;China
Abstract:Based on the theory and experiment,together with practical project,performance and destructive features of light-weight aggregate concrete hollow board were analyzed through many grading loading tests,and the distortion of the board was defined compared and studied between normal concrete and light-weight aggregate concrete hollow board under the same intension. As the result shows,within the scope of designed load,light-weight aggregate concrete hollow board has a relatively small remnant distortion,and an...
Keywords:bridge engineering  light-weight aggregate concrete  rebuilt  cracking  flexibility  
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