摘要
本试验主要探讨乌鲁木齐5层横墙很少砖混校舍的最优加固方案,通过采用型钢与砖墙组合构件加固体系对一幢原有5层横墙很少砖砌体校舍进行抗震加固,并进行了模拟地震振动台实验,考察这种结构加固方法的有效性,并与不加固结构进行对比,在此基础上为乌鲁木齐开展中小学校砖混教学楼的抗震加固提供依据。
This test mainly discusses optimal reinforcement scheme of five layer cross wall rarely brick and concrete system, an original buildings in Urumchi. Through the use of steel and brick wall assembly reinforcing five layer cross wall rarely brick masonry building was seismic reinforced, and simulation shaking table test. Was performed We studyed the structure reinforcement method is effective or not, and compared with no reinforcement structure. On this basis for conducting primary and secondary schools in Urumqi, the reference for the seismic reinforcement of brick buildings is provided.
出处
《低温建筑技术》
2013年第7期81-83,共3页
Low Temperature Architecture Technology
关键词
型钢与砖墙组合构件
砖砌体
抗震加固
steel and brick wall assembly
brick masonry
seismic reinforcement
