一种新型绿色住宅体系——叠合板式剪力墙体系
|
摘要
新型叠合板式剪力墙住宅体系与传统的剪力墙住宅体系相比,便于质量控制,建造速度快,对环境污染小,造价低,工业化生产水平高,是一种极具市场前景的绿色住宅体系。通过对叠合板式剪力墙与普通剪力墙的对比试验研究,较系统地分析叠合板式剪力墙的受力性能,并为编制《叠合板式混凝土剪力墙结构技术规程》的行业标准提供可靠的科学依据。试验表明,叠合板式剪力墙与普通剪力墙的抗震性能无明显差异。
The superimposed slab shear wall system,as a new lateral force resisting system,was introduced.This structural system possesses several advantages compared to normal shear wall system,such as good quality control,speedy construction,the low-cost of constructions and the high level industrialization of production.The superimposed slab shear walls system is a new green structure system with good market future.A systematically analytical study on the superimposed slab shear walls was carried out,which provided the reliable scientific basis for compiling the trade standards"Technical Specification for Superimposed Slab Concrete Shear Wall Structure",Comparative experimental studies on superimposed slab shear walls and general shear walls are carried out.The experimental results show the seismic behaviors of the superimposed slab shear walls are general shear walls are not obviously different.
The superimposed slab shear wall system,as a new lateral force resisting system,was introduced.This structural system possesses several advantages compared to normal shear wall system,such as good quality control,speedy construction,the low-cost of constructions and the high level industrialization of production.The superimposed slab shear walls system is a new green structure system with good market future.A systematically analytical study on the superimposed slab shear walls was carried out,which provided the reliable scientific basis for compiling the trade standards"Technical Specification for Superimposed Slab Concrete Shear Wall Structure",Comparative experimental studies on superimposed slab shear walls and general shear walls are carried out.The experimental results show the seismic behaviors of the superimposed slab shear walls are general shear walls are not obviously different.
引文
[1]王有为.实施绿色建筑对环境保护的重要意义[J].浙江建筑,2008,25(9):1-4.
[2]荆平,贾海峰,许碧霞.城市可持续发展的趋势预测及预警方法研究[J].重庆建筑大学学报,2008,30(2):116-120.
[3]连星,叶献国,王德才,等.叠合板式剪力墙的抗震性能试验分析[J].合肥工业大学学报,2009,32(8):1219-1223.
[4]Antoniades K K,Salonikios T N,Kappos A J.Tests on SeismicallyDamaged Reinforced Concrete Walls Repaired and StrengthenedUsing Fiber-Reinforced Polymers[J].Journal of Composites forConstruction,ASCE,2005(5):263-246.
[5]黄选明,曹万林,吕西林.不同形式暗支撑短肢剪力墙抗震性能试验研究[J].地震工程与工程震动,2005,25(3):60-66.
[6]Shedid T,Drysdale R,El-Dakhakhni W W.Behavior of FullyGrouted Reinforced Concrete Masonry Shear Walls Failing inFlexure:Experimental Results[J].Journal of StructuralEngineering,ASCE,2008(10):1754-1767.
[7]Folz F,Filiatrault A.Seismic Analysis of Woodframe Structures I:Model Formulation[J].Journal of Structural Engineering,ASCE,2004(9):1353-1360.
[8]曹万林,田宝发,王洪星,等.钢筋混凝土带暗支撑双功能剪力墙的力学计算模型[J].地震工程与工程震动,2001,21(2):84-88.
[9]Berman J W,Bruneau M.Experimental Investigation of Light-Gauge Steel Plate Shear Walls[J].Journal of StructuralEngineering,ASCE,2005(2):259-267.
[10]叶献国,王海波,孙利民,等.钢筋混凝土桥墩抗震耗能能力的试验研究[J].合肥工业大学学报:自然科学版,2005,28(9):1171-1177.
[11]Salonikios T N.Analytical Prediction of the Inelastic Response ofRC Walls with Low Aspect Ratio[J].Journal of StructuralEngineering,ASCE,2007(6):844-854.
[12]郑廷银,蔡万军,杨波.钢-混凝土新型组合暗梁楼盖的静力性能试验[J].南京工业大学学报:自然科学版,2008,30(1):11-15.
[13]徐天爽,徐有邻.双向叠合板拼缝传力性能的试验研究[J].建筑科学,2003,19(6):11-14.
[14]岳建伟,鲍鹏,徐书耀.新型叠合板的理论分析和实验研究[J].河南大学学报,2002,32(1):87-90.
[15]李文斌,杨强跃,钱磊.钢筋桁架楼承板在钢结构建筑中的应用[J].施工技术,2006,35(12):105-107.
[2]荆平,贾海峰,许碧霞.城市可持续发展的趋势预测及预警方法研究[J].重庆建筑大学学报,2008,30(2):116-120.
[3]连星,叶献国,王德才,等.叠合板式剪力墙的抗震性能试验分析[J].合肥工业大学学报,2009,32(8):1219-1223.
[4]Antoniades K K,Salonikios T N,Kappos A J.Tests on SeismicallyDamaged Reinforced Concrete Walls Repaired and StrengthenedUsing Fiber-Reinforced Polymers[J].Journal of Composites forConstruction,ASCE,2005(5):263-246.
[5]黄选明,曹万林,吕西林.不同形式暗支撑短肢剪力墙抗震性能试验研究[J].地震工程与工程震动,2005,25(3):60-66.
[6]Shedid T,Drysdale R,El-Dakhakhni W W.Behavior of FullyGrouted Reinforced Concrete Masonry Shear Walls Failing inFlexure:Experimental Results[J].Journal of StructuralEngineering,ASCE,2008(10):1754-1767.
[7]Folz F,Filiatrault A.Seismic Analysis of Woodframe Structures I:Model Formulation[J].Journal of Structural Engineering,ASCE,2004(9):1353-1360.
[8]曹万林,田宝发,王洪星,等.钢筋混凝土带暗支撑双功能剪力墙的力学计算模型[J].地震工程与工程震动,2001,21(2):84-88.
[9]Berman J W,Bruneau M.Experimental Investigation of Light-Gauge Steel Plate Shear Walls[J].Journal of StructuralEngineering,ASCE,2005(2):259-267.
[10]叶献国,王海波,孙利民,等.钢筋混凝土桥墩抗震耗能能力的试验研究[J].合肥工业大学学报:自然科学版,2005,28(9):1171-1177.
[11]Salonikios T N.Analytical Prediction of the Inelastic Response ofRC Walls with Low Aspect Ratio[J].Journal of StructuralEngineering,ASCE,2007(6):844-854.
[12]郑廷银,蔡万军,杨波.钢-混凝土新型组合暗梁楼盖的静力性能试验[J].南京工业大学学报:自然科学版,2008,30(1):11-15.
[13]徐天爽,徐有邻.双向叠合板拼缝传力性能的试验研究[J].建筑科学,2003,19(6):11-14.
[14]岳建伟,鲍鹏,徐书耀.新型叠合板的理论分析和实验研究[J].河南大学学报,2002,32(1):87-90.
[15]李文斌,杨强跃,钱磊.钢筋桁架楼承板在钢结构建筑中的应用[J].施工技术,2006,35(12):105-107.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心