一种保温模块混凝土剪力墙抗震节能房屋工作性能研究
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摘要
介绍了EPS模块混凝土剪力墙结构研究的概况,深化分析了这种结构复合墙体的抗震和保温性能。研究表明:EPS模块混凝土剪力墙结构房屋,具有良好的保温隔热性能;与传统的粘土砖房相比较,其承载力、刚度、延性、抗震耗能能力均有显著提高;EPS模块单排配筋混凝土剪力墙结构节能房屋,适于地震区低层和多层房屋的抗震设计,具有良好的应用推广前景。
The research summary of EPS RC shear wall structure with thermal insulation modules was introduced and its seismic and thermal insulated performance was analyzed deeply.Studies show that the energy-saving house of RC shear wall structure with thermal insulation modules has good thermal insulation effect.comparing to the traditional masonry house the load bearing capacity,stiffness,ductility and seismic energy dissipation capacity of this house are improved greatly.The new energy-saving house of RC shear wall structure with single row of bars and thermal insulation modules can be applied in low rise houses and multi-story houses in earthquake zones and it has great application value.
The research summary of EPS RC shear wall structure with thermal insulation modules was introduced and its seismic and thermal insulated performance was analyzed deeply.Studies show that the energy-saving house of RC shear wall structure with thermal insulation modules has good thermal insulation effect.comparing to the traditional masonry house the load bearing capacity,stiffness,ductility and seismic energy dissipation capacity of this house are improved greatly.The new energy-saving house of RC shear wall structure with single row of bars and thermal insulation modules can be applied in low rise houses and multi-story houses in earthquake zones and it has great application value.
引文
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[3]郑汉兵,曹万林,宋文勇,等.底部矩形柱上部异形柱框架结构弹塑性地震反应分析[J].世界地震工程,2003,19(2):116-121.ZHENG Hanbing,CAO Wanlin,SONG Wenyong,et al.Elastoplastic seismic response analysis of hetero-column frame with bottom rectanglecolumns[J].World Earthquake Engineering,2003,19(2):116-121.
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[6]张建伟,曹万林,殷伟帅.简化边缘构造的单排配筋中高剪力墙抗震性能试验研究[J].土木工程学报.2009(12):99-104.Zhang Jianwei,Cao Wanlin,Yin Weishuai.Study on seismic performance of mid-rise RC shear wall with single row of steel bars and simplifiedboundary elements[J].China Civil Engineering Journal.2009(12):99-104.
[7]曹万林,孙天兵,杨兴民,等.双向单排配筋混凝土高剪力墙抗震性能试验研究[J].世界地震工程.2008(03):14-19.CAO Wanlin,SUN Tianbing,YANG Xingmin,et al.Experimental study on seismic performance of high-rise shear wall with bi-directional sin-gle row of steel bars[J].World Earthquake Engineering.2008(03):14-19.
[8]曹万林,张建伟,杨亚彬,等.单排配筋带洞口剪力墙抗震试验及承载力计算[J].北京工业大学学报.2010(09):1186-1192.CAO Wanlin,ZHANG Jianwei,YANG Yabin,et al.Experiment Study and Analysis of Seismic Performance of RC Shear Wall With Opening andSingle Row of Steel Bars[J].Journal of Beijing University of Technology.2010(09):1186-1192.
[9]曹万林,殷伟帅,杨兴民,等.双向单排配筋中高剪力墙抗震性能试验研究[J].地震工程与工程振动.2009(01):103-108.CAO Wanlin,YIN Weishuai,YANG Xingmin,et al.Experimental study on seismic performance of medium-height RC shear wall with bi-di-rectional single row of steel bars[J].Journal of Earthquake Engineering and Engineering.2009(01):103-108.
[10]DB23/1454-2011EPS模块混凝土剪力墙结构体系技术规程[S].哈尔滨,2010.Technical Specifications for Concrete Shear Wall Structure System with EPS modules[s].Harbin,2010.
[2]贾英杰,姚谦峰.密肋壁板轻框结构性能及设计方法研究[J].工业建筑,2003,33(1):20-22,31.JIA Yingjie,YAO Qianfeng.Study on properties and designing method of structure of multi-ribbed wall slab with light-weight outer frame[J].Industrial Construction,2003,33(1):20-22,31.
[3]郑汉兵,曹万林,宋文勇,等.底部矩形柱上部异形柱框架结构弹塑性地震反应分析[J].世界地震工程,2003,19(2):116-121.ZHENG Hanbing,CAO Wanlin,SONG Wenyong,et al.Elastoplastic seismic response analysis of hetero-column frame with bottom rectanglecolumns[J].World Earthquake Engineering,2003,19(2):116-121.
[4]曹万林,吴定燕,杨兴民,等.双向单排配筋混凝土低矮剪力墙抗震性能试验研究[J].世界地震工程.2008(04):19-24.CAO Wanlin,WU Dingyan,YANG Xingmin,et al.Experimental study on seismic performance of low-rise RC shear walls with bi-directionalsingle row of steel bars[J].World Earthquake Engineering.2008(04):19-24.
[5]张建伟,曹万林,吴定燕,等.单排配筋低矮剪力墙抗震试验及承载力模型[J].北京工业大学学报.2010(02):179-186.ZHANG Jianwei,CAO Wanlin,WU Dingyan,et al.Seismic Experiment and Load-carrying Capacity Calculation of Low-rise RC Shear WallWith Bi-directional Single Row of Steel Bars[J].Journal of Beijing University of Technology.2010(02):179-186.
[6]张建伟,曹万林,殷伟帅.简化边缘构造的单排配筋中高剪力墙抗震性能试验研究[J].土木工程学报.2009(12):99-104.Zhang Jianwei,Cao Wanlin,Yin Weishuai.Study on seismic performance of mid-rise RC shear wall with single row of steel bars and simplifiedboundary elements[J].China Civil Engineering Journal.2009(12):99-104.
[7]曹万林,孙天兵,杨兴民,等.双向单排配筋混凝土高剪力墙抗震性能试验研究[J].世界地震工程.2008(03):14-19.CAO Wanlin,SUN Tianbing,YANG Xingmin,et al.Experimental study on seismic performance of high-rise shear wall with bi-directional sin-gle row of steel bars[J].World Earthquake Engineering.2008(03):14-19.
[8]曹万林,张建伟,杨亚彬,等.单排配筋带洞口剪力墙抗震试验及承载力计算[J].北京工业大学学报.2010(09):1186-1192.CAO Wanlin,ZHANG Jianwei,YANG Yabin,et al.Experiment Study and Analysis of Seismic Performance of RC Shear Wall With Opening andSingle Row of Steel Bars[J].Journal of Beijing University of Technology.2010(09):1186-1192.
[9]曹万林,殷伟帅,杨兴民,等.双向单排配筋中高剪力墙抗震性能试验研究[J].地震工程与工程振动.2009(01):103-108.CAO Wanlin,YIN Weishuai,YANG Xingmin,et al.Experimental study on seismic performance of medium-height RC shear wall with bi-di-rectional single row of steel bars[J].Journal of Earthquake Engineering and Engineering.2009(01):103-108.
[10]DB23/1454-2011EPS模块混凝土剪力墙结构体系技术规程[S].哈尔滨,2010.Technical Specifications for Concrete Shear Wall Structure System with EPS modules[s].Harbin,2010.
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