（1 山东科技大学土木工程与建筑学院， 青岛 266590； 2 东营职业学院， 东营 257000；3 河北科众新型建材科技有限公司， 石家庄 050200）

［摘要］对两种由镀铬C型钢做骨架、聚苯乙烯颗粒填充热塑压轧而成的钢塑复合板（其中A类板件规格为3 650mm×2 395mm ×140mm（长×宽×厚），B类板件是在A类板件的内外侧表面增加厚度为10mm的硅酸钙板）进行了低周往复水平加载试验，分别研究其承载力、变形能力、滞回特性等方面性能。试验结果表明，两种板件均具备一定的侧向承载力，其中B类板件的水平极限承载力更高；两者变形性能均较好，两种板件均展现了良好的耗能能力，能满足作为非承重垂直分隔构件的要求，符合抗震设计的延性要求。试验结果可为装配式结构墙体在设计和施工方面提供参考。

［关键词］装配式轻钢结构； 钢塑复合板； 拟静力试验； 抗震性能； 内外墙

中图分类号：TU599， TU317-2文献标识码：A文章编号：1002-848X(2019)06-0098-04

Quasistatic test study on steel-plastic composite plate for prefabricated structures

Du Rongqiang1, Wang Yongpeng1,2, Wang Luxi3

(1 School of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao 266590, China； 2 Dongying Vocational Institute, Dongying 257000, China； 3 Hebei K-Zone New Building Materials Science Ltd., Shijiazhuang 050200, China）

Abstract:The low-cycle reciprocating horizontal loading tests were carried out respectively for 2 kinds of steel-plastic structure composite plate with chromium plating C-shaped steel as skeleton, filled with thermoplastic rolling polystyrene particles, wherein type-A plate has specifications for 3650mm×2395mm×140mm (length×width×thickness) and type-B plate has additional 10mm-thick calcium silicate plates at the inner and outer sides of the type-A plate. The performance of the bearing capacity, deformation ability and hysteresis characteristics was studied. The test results show that both kinds of plates have a certain lateral bearing capacity, while type-B plate has higher  horizontal ultimate bearing capacity. Both plates show good abilities for deformation and energy dissipation, which can meet the requirements as non-load-bearing vertical separator members, and match with the ductility requirements of seismic design. The test results provide  reference for the design and construction of the prefabricated structural walls.

Keywords:light-steel prefabricated structure; steel-plastic composite plate; quasi-static test; seismic performance; interior and exterior walls

*国家自然科学基金项目（51179064）。

作者简介：杜荣强，博士，副教授，Email:longqd@163.com。