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灌孔速成墙抗压强度的试验研究
引用本文:韩永利,赵考重,张鑫,袁长波,商蕊. 灌孔速成墙抗压强度的试验研究[J]. 山东建筑工程学院学报, 2007, 0(1)
作者姓名:韩永利  赵考重  张鑫  袁长波  商蕊
作者单位:山东建筑大学土木工程学院 山东济南250101(韩永利,赵考重,张鑫,袁长波),济南市建筑工程质量监督站检测中心 山东济南250013(商蕊)
摘    要:新型灌孔速成墙体是一种在新型轻质玻璃纤维石膏空心板内灌入混凝土而形成的墙体。本文对12块试件进行了竖向荷载下的抗压试验,研究了该种新型灌孔速成墙板在竖向荷载作用下的变形性能,并分析其在竖向荷载下的破坏机理,得出其应力—应变曲线,并推导出抗压强度的计算公式。

关 键 词:速成墙体  极限承载力  破坏机理  抗压强度

Experimental study on compressive strength of the rapid wall
HAN Yong-li,ZHAO Kao-zhong,ZHANG Xin,et al.. Experimental study on compressive strength of the rapid wall[J]. Journal of Shandong Institute of Architecture and Engineering, 2007, 0(1)
Authors:HAN Yong-li  ZHAO Kao-zhong  ZHANG Xin  et al.
Abstract:The new rapid wall is made of plasterboard and concrete.The deformation capacity and the ultimate load of this new rapid wall with concrete filled under the vertical load were studied,and the failure principle was analyzed. Based on experimental data,the stress-strain relationship and modulus of elasticity were studied.Finally,the compressive strength formula of elasticity strength for this rapid wall was brought out.
Keywords:rapid wall  ultimate load  failure mechanism  compressive strength
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