节点文献
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
【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.
【关键词】 人工复合砂浆;
砌体;
修正系数;
抗剪强度;
抗压强度;
【Key words】 artificial composites mortar; masonry structure; correction coefficient; shearing strength; compressive strength;
【Key words】 artificial composites mortar; masonry structure; correction coefficient; shearing strength; compressive strength;
- 【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