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复合砂浆砌体承载性能试验研究

Research on bearing behavior of masonry structure for artificial composites mortar

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【作者】 安新正易成杜瑞雪别慧中

【Author】 AN Xin-zheng1,2,YI Cheng2,DU Rui-xue1,BIE Hui-zhong3(1.College of Civil Engineering,Hebei University of Engineering,Handan 056038,China;2.School of Mechanics & Civil Engineering,China University of Mining & Technology,Beijing 100083,China;3.Hebi Coal Mine Group,Hebi 458000,China)

【机构】 河北工程大学土木工程学院中国矿业大学力学与建筑工程学院河南鹤煤集团设计处 河北邯郸056038北京100083河北邯郸056038河南鹤壁458000

【摘要】 利用人工砂、粉煤灰及水泥配制出的不同强度等级的人工复合砂浆和多孔黏土砖砌筑了三组标准抗压试件及三组标准抗剪砌体试件,并对这些标准砌体试件进行了抗压和抗剪试验。分析了人工复合砂浆砌体承载的基本性能,得到了此类砌体设计时,与规范公式中相对应的系数修正的建议值。试验结果表明,人工复合砂浆替代普通砂浆是可行的。

【Abstract】 The compressive and shearing tests of three group specimens,which were made of artificial granulated substance,coal ash and perforated bricks,were carried out.Basic mechanical behaviors of artificial synthetic sand masonry were discussed.The correction coefficient of propositional calculation formula of strength of compression and shearing was established according to the test results.The test shows that traditional mortar is substituted by artificial composites mortar.

  • 【文献出处】 河北工程大学学报(自然科学版) ,Journal of Hebei University of Engineering(Natural Science Edition) , 编辑部邮箱 ,2008年01期
  • 【分类号】TU364
  • 【下载频次】79
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