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新型节能墙板承载力研究
引用本文:刘伟,张艺露,席位. 新型节能墙板承载力研究[J]. 吉林建筑工程学院学报, 2014, 0(3): 1-4
作者姓名:刘伟  张艺露  席位
作者单位:吉林建筑大学土木工程学院,长春130118
基金项目:住房和城乡建设部项目(2009-K1-11);(2010-K1-11).
摘    要:对两块布置不同钢筋间距的秸秆混凝土墙板进行了横向荷载作用下的试验研究,对墙板破坏过程及形态、抗弯极限承载力、荷载-挠度曲线、秸秆混凝土荷载-应变曲线,以及板内钢筋荷载-应变曲线等试验结果进行了系统分析.结果表明,配筋率对墙板的抗弯刚度、极限承载力及破坏形态具有影响.

关 键 词:钢结构住宅  节能墙板  开裂荷载  挠度

The Study on Load-bearing Capacity of the New Energy-saving Panels
LIU Wei,ZHANG Yi - lu,XI Wei. The Study on Load-bearing Capacity of the New Energy-saving Panels[J]. Journal of Jilin Architectural and Civil Engineering, 2014, 0(3): 1-4
Authors:LIU Wei  ZHANG Yi - lu  XI Wei
Affiliation:(School of Civil Engineering, Jilin Jianzhu University, Changchun, China 130118)
Abstract:Two half - scale energy - saving wall panels with different space between steel under transverse load were studied experimentally. Experimental results, such as failure processes and modes, the ultimate load - bearing capacity, load - deflection curves, concrete load - strain curves and steel load - strain curves of these panels were analyzed comparatively. Test results show that the failure modes, the flexural stiffness, the ultimate strength of the panels are affected by the ration of steel bar.
Keywords:steel residential house  energy saving wall panel  cracking load  deflection
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