闭口压型钢板—轻骨料屋面板抗弯试验研究
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摘要
结合闭口压型钢板—轻质混凝土组合板的应用现状,阐述了该新型屋面结构的优点,通过试验对其抗弯刚度性能进行了研究,并总结了抗弯刚度的理论计算公式,得出计算结果与实测值吻合较好的结论。
Combined with the application status of the closed-section profiled steel slabs deck-lightweight-concrete composite slabs,the paper describes the advantages of the new roof structure,studies the bending stiffness through the experiment,and summarizes the theoretical formula of the bending stiffness,obtains the conclusion that the numerical calculation tallies with the measured values.
Combined with the application status of the closed-section profiled steel slabs deck-lightweight-concrete composite slabs,the paper describes the advantages of the new roof structure,studies the bending stiffness through the experiment,and summarizes the theoretical formula of the bending stiffness,obtains the conclusion that the numerical calculation tallies with the measured values.
引文
[1]马志刚.闭口型组合楼板承载力的理论与试验研究[D].北京:清华大学硕士学位论文,2004.
[2]傅恒箐.建筑结构试验[M].北京:冶金工业出版社,1992.
[3]聂建国,易卫华,雷丽英.闭口型压型钢板—混凝土组合板的刚度计算[J].工业建筑,2003,33(12):19-21.
[4]李玲.钢结构设计常用资料速查手册[M].北京:地震出版社,2006.
[5]谭燕,谢伟平.闭口型压型钢板—混凝土组合板发展综述[J].山西建筑,2007,33(6):154-155.
[2]傅恒箐.建筑结构试验[M].北京:冶金工业出版社,1992.
[3]聂建国,易卫华,雷丽英.闭口型压型钢板—混凝土组合板的刚度计算[J].工业建筑,2003,33(12):19-21.
[4]李玲.钢结构设计常用资料速查手册[M].北京:地震出版社,2006.
[5]谭燕,谢伟平.闭口型压型钢板—混凝土组合板发展综述[J].山西建筑,2007,33(6):154-155.
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