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同缝砌筑的N式砌块砌体受压性能研究

RESEARCH ON COMPRESSIVE BEHAVIORS OF N-TYPE BLOCK MASONRY WITH STRAIGHT JOINT

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【作者】 黄靓陶承志许斌梅文胜陈良王珂吴昊

【Author】 Huang Liang~1 Tao Chengzhi~1 Xu Bin~1 Mei Wensheng~2 Chen Liang~2 Wang Ke~1 Wu Hao~1(1.College of Civil Engineering,Hunan University,Changsha 410082,China;2.Department of Construction of Zhongye Changtian International Engineering Co.,Ltd.,Changsha 410007,China)

【机构】 湖南大学土木工程学院中冶长天国际工程有限责任公司土建分院

【摘要】 N式砌块通过对砌块块形的改进实现了在砌筑砌体时孔、肋完全对齐,N式砌块在半灌孔和全灌孔时可以同缝砌筑。研究了同缝砌筑的半灌孔N式砌块砌体受压性能,了解了N式砌块砌体在同缝砌筑下的破坏形态及破坏机理。试验结果,同缝砌筑的半灌孔N式砌块砌体的抗压强度平均值比普通砌块的抗压强度平均值高出30%左右,分析表明,其强度提高的主要原因是孔洞对齐和砌块块体的约束作用。给出了N式砌块砌体同缝抗压强度平均值的计算公式,与试验结果吻合良好。

【Abstract】 N-type concrete masonry is a new type of small-size concrete block masonry by improving the block shape to realize fully aligned web-shells.And,N-type masonry could be built with straight joint.Based on 6 half-grouted specimens,the compressive behaviors of N-type masonry were investigated.Test results showed that the average compressive strength of half-grouted N-type masonry was about 30% higher than that of the common concrete masonry.The main reason for the strength rising was the full-alignment of web-shells in N-type concrete masonry prisms.And a formula of average compressive strength of half-grouted N-type masonry was given,whose result agreed well with the result of test.

【基金】 湖南省建设科技项目(2008-23)
  • 【文献出处】 工业建筑 ,Industrial Construction , 编辑部邮箱 ,2009年07期
  • 【分类号】TU364
  • 【被引频次】3
  • 【下载频次】78
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