桂林理工大学学报2016，Vol.36Issue(4)：743-747,5.DOI:10.3969/j.issn.1674-9057.2016.04.016
污泥烧结页岩多孔砖砌体弯曲抗拉性能
Bending tensile performance on sludge sintered shale perforated brick masonry
摘要
Abstract
In order to study the bending tensile strength of sludge sintered shale perforated brick masonry,standard-brick masonry specimens,4 kinds of cement mortar,36 used for test bending tensile strength along the dentate mortar joint and 36 for the linear joint were tested.The results show that both the strength along the dentate mortar joint and the linear joint are increased with the cement mortar strength improved.The bending tensile strength calculation formula for the masonry along the dentate mortar joint and the linear joint are suggested after regression analysis of test results was conducted,which can be a reference for the structure design of sludge sintered shale perforated brick masonry.关键词
污泥/多孔砖/弯曲抗拉/砌体Key words
sludge/perforated brick/flexural tensile strength/masonry分类
建筑与水利引用本文复制引用
黄榜彪,盛琪,廖天权,黄秉章,朱基珍,李治,张贝,吴元昌,刘阳,卢强..污泥烧结页岩多孔砖砌体弯曲抗拉性能[J].桂林理工大学学报,2016,36(4):743-747,5.基金项目
广西科技厅重点研发计划项目(桂科AB16380341) （桂科AB16380341）
柳州市科技局项目(科技攻关2015J020201) （科技攻关2015J020201）
柳州市柳北区科技局项目(公共安全技术研究与应用20160102) （公共安全技术研究与应用20160102）
