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Comparative Experiment Research on Mechanical Performance between Sintered Hollow Block Infilled Insulation Masonry and Sintered Perforated Brick Masonry under Vertical and Horizontal Load

机译:烧结空心砌块夹层绝缘砌体砌体砌体与烧结穿孔砖砌体的比较试验研究

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This paper analyses the stress state of sintered hollow block infilled insulation masonry under practical conditions. Based on the fact that the static loading performance of the new masonry block can be used in masonry structure, the comparative experiment research focused on the seismic performance between masonry works made of the new block and traditional sintered perforated brick with horizontal and vertical load working simultaneously, damage regulars and corrective measures are key points. Results show the mechanical performance of the new block masonry is worse than sintered perforated brick masonry in fragility and vertical loading capability. To get the same mechanical performance, the new block masonry should be improved in rib width, rib number and distance, especially in restraint by construction columns and ring beams.
机译:本文分析了实际条件下烧结空心砌块含有绝缘砌体的应力状态。基于新型砌块砌块的静电加载性能可用于砌体结构,比较实验研究专注于砌体作品与传统烧结穿孔砖之间的地震性能,与水平和垂直载荷同时工作,损害常规和纠正措施是关键点。结果表明,新块砌体的机械性能比脆弱和垂直装载能力的烧结穿孔砖砌体更差。为了获得相同的机械性能,新的块砌块应在肋宽,肋骨数和距离中提高,特别是通过施工柱和环形梁克制。

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