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作 者:吕慧慧[1] 何可[2] 张兰英 史世英 孙伟民[2] LU Huihui;HE Ke;ZHANG Lanying;SHI Shiying;SUN Weimin(School of Civil Engineering and Architecture,Suqian College,Suqian 223800,China;College of Civil Engineering,Nanjing Tech University,Nanjing 210009,China;China Architecture Design Group,Beijing 100044,China;Shihao New Technology of Building Materials Co.,Ltd.,Suzhou 215100,China)
机构地区:[1]宿迁学院建筑工程学院,江苏宿迁223800 [2]南京工业大学土木工程学院,江苏南京210009 [3]中国建筑设计院有限公司,北京100044 [4]苏州市世好建材新技术工程有限公司,江苏苏州215100
出 处:《混凝土》2018年第11期110-113,共4页Concrete
基 金:2018年宿迁市指导性科技计划项目(Z2018099)
摘 要:进行了新型保温承重混凝土砌块砌体的抗剪性能试验研究,考察了薄抹灰砂浆和普通砂浆保温承重混凝土砌块砌体的抗剪承载力,分析其受剪破坏特征。结果表明,新型保温承重混凝土砌块砌体受剪破坏形态和普通混凝土空心砌块砌体基本相似;薄层砂浆和销键均可提高砌块砌体的抗剪强度。并且在此基础上提出新型混凝土保温砌块砌体抗剪强度计算式。The shear behavior tests for new type of insulation bearing concrete block masonry were carried out.The shear bearing capacity of thin layer mortar and ordinary mortar insulation bearing concrete block masonry was investigated,and it′s shear failure characteristics were analyzed.The results show that the shear failure mode of insulation bearing concrete block is almost the same as that of the ordinary concrete hollow block masonry.The thin layer mortar and pin key can improve the shear strength of the block masonry.And on this basis,the calculation formula of new insulation bearing concrete block masonry shear strength was established.
分 类 号:TU528.7[建筑科学—建筑技术科学]
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