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作 者:付建 谢冰莹 FU Jian;XIE Bingying(Department of Civil Engineering and Architecture,Panzhihua University,Panzhihua 617000,China;Key Laboratory of Comprehensive Development and Utilization of Industrial Solid Wastes in Sichuan Province,Panzhihua 617000,China)
机构地区:[1]攀枝花学院土木与建筑工程学院,四川攀枝花617000 [2]四川省工业固态废弃物土木工程综合开发利用重点实验室,四川攀枝花617000
出 处:《四川建材》2022年第3期31-33,共3页Sichuan Building Materials
基 金:“工业固态废弃物土木工程综合开发利用”四川省高校重点实验室2020年开放基金项目:高钛渣混凝土空心砌块结构工程技术应用研究(SC_FQWLY-2020-Y-04);“工业固态废弃物土木工程综合开发利用”四川省高校重点实验室2017年项目:高钛型高炉渣混凝土植筋抗拔试验研究(SC_FQWLY201703)。
摘 要:为研究高钛渣混凝土空心砌块填充墙框架结构抗震性能及经济性能,以多层框架结构工程项目为研究依托,以强度等级均为MU5.0的页岩空心砌块和高钛渣混凝土空心砌块为多层框架结构填充墙,分别采用SATWE三维组合结构有限元软件,进行结构抗震性能分析、整体受力分析和经济性分析。研究结果表明,高钛渣混凝土空心砌块填充墙框架结构抗震性能满足现行规范要求,整体受力合理,由于高钛渣混凝土空心砌块容重相对较小,作用与结构构件上的荷载适当减小,结构构件计算配筋量适当减少,具备一定的经济和环保优势。This article is to study the seismic performance and economic performance of high titanium slag concrete hollow block infilled wall frame structure,based on the multi-storey frame structure engineering project,taking the sintered hollow block with strength grade of MU5.0 and high titanium slag concrete hollow block as multi-storey frame structure infilled wall,and the SATWE three-dimensional composite structure finite element software is used to analyze structural seismic performance analysis,overall force analysis and economic analysis.The research results show that the seismic performance of the high-titanium slag concrete hollow block-filled frame structure meets the requirements of the current code,and the overall force is reasonable;and due to the relatively small bulk density of the high-titanium slag concrete hollow block,the load on the function and structural members is appropriately reduced,and the calculated reinforcement of the structural members is appropriately reduced,which has certain economic and environmental advantages.
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