保温模块单排配筋再生混凝土剪力墙抗震性能分析
详细信息 查看官网全文
- 英文论文题名：Analysis on the Seismic Performance of Recycled Aggregates Concrete Shear Wall with Single Row of Steel Reinforcements Adhered to Insulation Blocks
- 论文作者：周中一 ; 张勇波 ; 曹万林
- 英文论文作者：Zhou Zhong-yi ; Zhang Yongbo ; Cao Wan-lin ; Key Laboratory of Earthquake Engineering and Engineering Vibration ; Institute of Engineering Mechanics ; China Earthquake Administration ; China IPPR International Engineering Co. ; Ltd. ; College of Architecture and Civil Engineering ; Beijing University of Technology
- 年：2016
- 作者机构：中国地震局工程力学研究所地震工程与工程震动重点实验室;中国中元国际工程有限公司;北京工业大学建筑工程学院;
- 论文关键词：保温模块 ; 单排配筋 ; 再生混凝土 ; 剪力墙 ; 抗震性能 ; 有限元分析
- 英文论文关键词：EPS insulation blocks ; single row steel reinforcements ; recycled aggregate concrete ; shear wall ; seismic performance ; finite element analysis
- 会议召开时间：2016-10-27
- 会议录名称：第九届全国防震减灾工程学术研讨会论文集
- 语种：中文
- 分类号：TU352.11;TU398.2
- 学会代码：OGTY
- 会议名称：第九届全国防震减灾工程学术研讨会
- 会议地点：中国安徽合肥
- 主办单位：中国土木工程学会、中国工程院土木、水利与建筑工程学部、中国土木工程学会防震减灾工程技术推广委员会、合肥工业大学、安徽省住房和城乡建设厅
- 学会名称：中国土木工程学会
- 页数：10
- 文件大小：1113k
- 原文格式：O
- 会议级别：全国
摘要
基于6个不同设计参数保温模块单排配筋再生混凝土剪力墙低周反复荷载试验,进行了该类剪力墙的弹塑性有限元分析,分析结果与试验结果吻合较好。分析了不同再生混凝土强度等级、不同孔洞形状和边框参数对保温模块单排配筋再生混凝土剪力墙的影响。研究表明:再生混凝土强度对提高剪力墙的承载能力具有一定贡献;保温模块芯肋削弱了剪力墙的承载力及刚度,提高了墙体的变形能力;芯肋形状对剪力墙的承载力影响不大;边框柱对剪力墙承载力有重要贡献。
The elastic—plastic finite element analysis of the recycled aggregate concrete shear wall with single row reinforcements adhered to insulation blocks is carried out based on low—cycle repeated loading test of the six shear walls with different design parameters.The elastic — plastic finite element analysis results are in good agreement with the experimental results.The influence of recycled concrete strength,shape of holes and boundary frame parameters on the recycled concrete shear wall with single row reinforcements are analyzed.Research results shows that:the strength of the recycled concrete has made certain contribution to improve shear wall bearing capacity;core ribs of heat insulation blocks weaken the shear wall bearing capacity and stiffness,but can improve the deformation capacity of the wall;core rib shape of has little effect on the shear wall bearing capacity;the parameters of the frame column has great contribution to shear wall bearing capacity.
The elastic—plastic finite element analysis of the recycled aggregate concrete shear wall with single row reinforcements adhered to insulation blocks is carried out based on low—cycle repeated loading test of the six shear walls with different design parameters.The elastic — plastic finite element analysis results are in good agreement with the experimental results.The influence of recycled concrete strength,shape of holes and boundary frame parameters on the recycled concrete shear wall with single row reinforcements are analyzed.Research results shows that:the strength of the recycled concrete has made certain contribution to improve shear wall bearing capacity;core ribs of heat insulation blocks weaken the shear wall bearing capacity and stiffness,but can improve the deformation capacity of the wall;core rib shape of has little effect on the shear wall bearing capacity;the parameters of the frame column has great contribution to shear wall bearing capacity.
引文
[1]DB23/T1454-2011,EPS模块混凝土剪力墙结构体系技术规程.2011.
[2]曹万林,程娟,张勇波,周中一,董宏英.保温模块单排配筋再生混凝土低矮剪力墙抗震性能试验研究[J].建筑结构学报,2015,36(01):51-58.(CAO Wanlin,CHENG Juan,ZHANG Yongbo,etc.Experiment of seismic behavior of low-rise recycled aggregate concrete shear wall with insulation blocks and single layer of reinforcement[J].Journal of Building Structures,2015,36(1):51-58(in Chinese)).
[3]张勇波,曹万林,周中一,董宏英,程娟.保温模块单排配筋再生混凝土中高剪力墙抗震性能试验研究[J].建筑结构学报,2015,36(09):145-154.(ZHANG Yongbo,CAO Wanlin,ZHOU Zhongyi,etc.Experimental study on seismic behavior of mid-rise recycled aggregate concrete shear wall with insulation blocks and single layer of reinforcement[J].Journal of Building Structures,2015,36(9):145-154.
[4]李玉甫,林国海.新型外墙外保温体系研究[J].中小企业管理与科技(下旬刊),2015,03:315-316.
[5]曹万林,马恒,张建伟,张勇波,陈丽.不同构造EPS模块再生混凝土剪力墙抗剪性能试验研究[J].地震工程与工程振动,2015,35(04):78-84.(CAO Wanlin,MA Heng,ZHANG Jianwei,etc.Experimental study on shear behavior of EPS modules-recycled concrete composite shear walls with different constructional measures[J].Earthquake Engineering and Engineering Dynamics,2015,35(04):78-84.
[6]钱稼茹.保温砌模现浇网格墙建筑结构设计方法[J].建筑技术,2008,39(1):17-23.(Qian Jiaru.Structural design methods of buildings of cast-in-site rc grillage shear walls formed with insulation hollow blocks[J].Architecturetechnology,2008,39(1):17-23(in Chinese)).
[7]王奇,钱稼茹,马宝民,等.保温砌模混凝土网格墙抗震性能试验研究[J].建筑结构学报,2004,25(04):15-25.(Wang Qi,Qian Jia-ru,Ma Bao-min,etc.Experimental research on seismic behavior of concrete grillage walls[J].Journal of building structures,2004,25(04):15-25(in Chinese)).
[8]孙建超,钱稼茹,方鄂华,等.小剪跨比保温砌模混凝土墙抗震性能试验研究[J].建筑结构学报,2002,23(02):19-26.(Sun Jian-chao,Qian Jia-ru,Fang e_hua,etc.Experimental study on seismic behavior of concrete gill wall with small shear span ratio[J].Journal of building structures,2002,23(02):19-26(in Chinese)).
[9]杜轶男,张微敬,冯葆纯,等.单层建筑大砌模网格墙抗震性能试验研究[J].世界地震工程,2010,26(2):136-140.(Du Yi-nan,Zhang Wei-jing,Feng Bao-chun,etc.Experimental research on seismic behavior of a grillage shear wall for one-story buildings[J].World earthquake engineering,2010,26(2):136-140(in Chinese)).
[10]周静海,朱静雯,孟宪宏,王鹏里.保温砌模格构式混凝土墙体抗震性能试验[J].沈阳建筑大学学报(自然科学版),2010,26;(06):1095-1100.(Zhou Jing-hai,Zhu Jing-wen,Meng Xian-hong,etc.Experimental research on seismic behavior of concrete lattice walls[J].Journal of Shenyang jianzhu university,2010,26(06):1095-1100(in Chinese)).
[11]朱静雯.保温砌模格构式混凝土墙体抗震性能试验[D].沈阳建筑大学,2011.(Zhu Jingwen.Experimental research on seismic behavior of concrete lattice walls[D].Shenyang Jianzhu university,2011.
[12]李珠,张俊琦,刘元珍.玻化微珠保温墙模剪力墙轴心受压承载力试验研究[J],建筑科学,2012,28(1):26-29.(LI Zhu,ZHANG Jun-qi,LIU Yuan-zhen.Experimental Research on Bearing Capacity of Complex Shear Wall with GHB Thermal Insulation under Axial Compressive Force[J].Building Science,2012,28(1):26-29.
[13]李珠,李罡,刘元珍.小剪跨比带缝剪力墙的非线性分析[J].西安建筑科技大学学报,2008,40(1):8-12.(LI Zhu,LI Gang,L IU Yuan-zhen.Non-linear analysis on small shear-span ratio slitted shear wall structure[J].Journal of Xi'an University of Architecture&Technology(Natural Science Edition),,2008,40(1):8-12).
[14]张泽平,李珠,刘元珍.免拆保温墙模带缝剪力墙体系的抗震动力分析[J].工程力学,2008,25(3):113-119.(ZHANG Ze-ping,LI Zhu,LIU Yuan-zhen.Seismic dynamic analysis on slitted shear wall structure With heat preservation form work[J].Engineering Mechanics,2008,25(3):113-119).
[15]Aman Karamlou,Mohammad Zaman Kabir.Experimental study of L-shaped slender R-ICF shear walls under cyclic lateral loading[J].Engineering Structures,2012,36,134-146.
[16]肖建庄.再生混凝土单轴受压应力-应变全曲线试验研究[J].同济大学学报(自然科学版).2007,35(11):1445-1449.(XIAO Jianzhuang.Experimental Investigation on Complete Stress-Strain Curve of Recycled Concrete Under Uniaxial Loading[J].JOURNAL OF TONGJI UNIVERSITY(NATURAL SCIENCE),2007,35(11):1445-1449).
[17]肖建庄,兰阳.再生混凝土单轴受拉性能试验研究[J].建筑材料学报,2006,9(2):154-158.(X IAO Jian-z huang,LAN Yang.Investigation on the Tensile Behavior of Recycled Aggregate Concrete[J].Journal of Building Materials,2006,9(2):154-158).
[18]BIRTEL V.MARK P.Parameterized finite element modeling of RC[C]//ABAQUS Users'Conference,2006.
[2]曹万林,程娟,张勇波,周中一,董宏英.保温模块单排配筋再生混凝土低矮剪力墙抗震性能试验研究[J].建筑结构学报,2015,36(01):51-58.(CAO Wanlin,CHENG Juan,ZHANG Yongbo,etc.Experiment of seismic behavior of low-rise recycled aggregate concrete shear wall with insulation blocks and single layer of reinforcement[J].Journal of Building Structures,2015,36(1):51-58(in Chinese)).
[3]张勇波,曹万林,周中一,董宏英,程娟.保温模块单排配筋再生混凝土中高剪力墙抗震性能试验研究[J].建筑结构学报,2015,36(09):145-154.(ZHANG Yongbo,CAO Wanlin,ZHOU Zhongyi,etc.Experimental study on seismic behavior of mid-rise recycled aggregate concrete shear wall with insulation blocks and single layer of reinforcement[J].Journal of Building Structures,2015,36(9):145-154.
[4]李玉甫,林国海.新型外墙外保温体系研究[J].中小企业管理与科技(下旬刊),2015,03:315-316.
[5]曹万林,马恒,张建伟,张勇波,陈丽.不同构造EPS模块再生混凝土剪力墙抗剪性能试验研究[J].地震工程与工程振动,2015,35(04):78-84.(CAO Wanlin,MA Heng,ZHANG Jianwei,etc.Experimental study on shear behavior of EPS modules-recycled concrete composite shear walls with different constructional measures[J].Earthquake Engineering and Engineering Dynamics,2015,35(04):78-84.
[6]钱稼茹.保温砌模现浇网格墙建筑结构设计方法[J].建筑技术,2008,39(1):17-23.(Qian Jiaru.Structural design methods of buildings of cast-in-site rc grillage shear walls formed with insulation hollow blocks[J].Architecturetechnology,2008,39(1):17-23(in Chinese)).
[7]王奇,钱稼茹,马宝民,等.保温砌模混凝土网格墙抗震性能试验研究[J].建筑结构学报,2004,25(04):15-25.(Wang Qi,Qian Jia-ru,Ma Bao-min,etc.Experimental research on seismic behavior of concrete grillage walls[J].Journal of building structures,2004,25(04):15-25(in Chinese)).
[8]孙建超,钱稼茹,方鄂华,等.小剪跨比保温砌模混凝土墙抗震性能试验研究[J].建筑结构学报,2002,23(02):19-26.(Sun Jian-chao,Qian Jia-ru,Fang e_hua,etc.Experimental study on seismic behavior of concrete gill wall with small shear span ratio[J].Journal of building structures,2002,23(02):19-26(in Chinese)).
[9]杜轶男,张微敬,冯葆纯,等.单层建筑大砌模网格墙抗震性能试验研究[J].世界地震工程,2010,26(2):136-140.(Du Yi-nan,Zhang Wei-jing,Feng Bao-chun,etc.Experimental research on seismic behavior of a grillage shear wall for one-story buildings[J].World earthquake engineering,2010,26(2):136-140(in Chinese)).
[10]周静海,朱静雯,孟宪宏,王鹏里.保温砌模格构式混凝土墙体抗震性能试验[J].沈阳建筑大学学报(自然科学版),2010,26;(06):1095-1100.(Zhou Jing-hai,Zhu Jing-wen,Meng Xian-hong,etc.Experimental research on seismic behavior of concrete lattice walls[J].Journal of Shenyang jianzhu university,2010,26(06):1095-1100(in Chinese)).
[11]朱静雯.保温砌模格构式混凝土墙体抗震性能试验[D].沈阳建筑大学,2011.(Zhu Jingwen.Experimental research on seismic behavior of concrete lattice walls[D].Shenyang Jianzhu university,2011.
[12]李珠,张俊琦,刘元珍.玻化微珠保温墙模剪力墙轴心受压承载力试验研究[J],建筑科学,2012,28(1):26-29.(LI Zhu,ZHANG Jun-qi,LIU Yuan-zhen.Experimental Research on Bearing Capacity of Complex Shear Wall with GHB Thermal Insulation under Axial Compressive Force[J].Building Science,2012,28(1):26-29.
[13]李珠,李罡,刘元珍.小剪跨比带缝剪力墙的非线性分析[J].西安建筑科技大学学报,2008,40(1):8-12.(LI Zhu,LI Gang,L IU Yuan-zhen.Non-linear analysis on small shear-span ratio slitted shear wall structure[J].Journal of Xi'an University of Architecture&Technology(Natural Science Edition),,2008,40(1):8-12).
[14]张泽平,李珠,刘元珍.免拆保温墙模带缝剪力墙体系的抗震动力分析[J].工程力学,2008,25(3):113-119.(ZHANG Ze-ping,LI Zhu,LIU Yuan-zhen.Seismic dynamic analysis on slitted shear wall structure With heat preservation form work[J].Engineering Mechanics,2008,25(3):113-119).
[15]Aman Karamlou,Mohammad Zaman Kabir.Experimental study of L-shaped slender R-ICF shear walls under cyclic lateral loading[J].Engineering Structures,2012,36,134-146.
[16]肖建庄.再生混凝土单轴受压应力-应变全曲线试验研究[J].同济大学学报(自然科学版).2007,35(11):1445-1449.(XIAO Jianzhuang.Experimental Investigation on Complete Stress-Strain Curve of Recycled Concrete Under Uniaxial Loading[J].JOURNAL OF TONGJI UNIVERSITY(NATURAL SCIENCE),2007,35(11):1445-1449).
[17]肖建庄,兰阳.再生混凝土单轴受拉性能试验研究[J].建筑材料学报,2006,9(2):154-158.(X IAO Jian-z huang,LAN Yang.Investigation on the Tensile Behavior of Recycled Aggregate Concrete[J].Journal of Building Materials,2006,9(2):154-158).
[18]BIRTEL V.MARK P.Parameterized finite element modeling of RC[C]//ABAQUS Users'Conference,2006.