钢结构住宅墙体(板)连接节点应用与研究现状
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摘要
墙体(板)与钢框架结构的连接节点对提高钢框架的抗震性能有重要影响,节点的承载力、刚度是保证墙体(板)与钢框架共同作用的关键因素。对砌块墙体、钢筋混凝土墙体、轻钢龙骨墙板、蒸压加气混凝土墙板和复合墙板与钢框架的连接节点以及节点的破坏形式和作用机制进行概述,提出节点对钢框架抗震性能的影响程度,并对新型连接节点进行展望,为以后的工程应用提供理论与试验依据。
The joint between the steel frames and walls (panels) have an important influence on the improvement of the seismic behavior of steel frames,the bearing capacity and rigidity of connection are the key factor to ensure walls (panels) and steel frames work together. The paper reviews the joint between the steel frames and block walls,reinforced concrete walls,light steel keel wallboards,autoclaved aerated concrete wallboards and composite panels,the failure modes and mechanisms of joints are also outlined. The influence degrees of joint to seismic behavior of steel frames are put forward,the new joint is also discussed,this provides theoretical and experimental basis for the engineering applications in the future.
The joint between the steel frames and walls (panels) have an important influence on the improvement of the seismic behavior of steel frames,the bearing capacity and rigidity of connection are the key factor to ensure walls (panels) and steel frames work together. The paper reviews the joint between the steel frames and block walls,reinforced concrete walls,light steel keel wallboards,autoclaved aerated concrete wallboards and composite panels,the failure modes and mechanisms of joints are also outlined. The influence degrees of joint to seismic behavior of steel frames are put forward,the new joint is also discussed,this provides theoretical and experimental basis for the engineering applications in the future.
引文
[1]管克俭,孙成访,彭少民.空腔结构砌块中高层钢结构建筑体系的设计与应用[J].新型建筑材料,2003(4):59-61.
[2]陈福广,沈荣熹,徐洛屹.墙体材料手册[M].北京:中国建筑工业出版社,2005.
[3]王宇飞,朱洪江,屈晓明,等.蒸压轻质砂加气混凝土砌块(AAC)墙体砌筑技术[J].青岛理工大学学报,2009,30(1):126-130.
[4]方明霁,李国强,陆烨.钢结构加气混凝土墙板和砌块墙体的抗震试验研究[J].工业建筑,2005,35(增刊):1292-1298.
[5]刘玉姝,李国强.带填充墙钢框架结构抗侧力性能试验及理论研究[J].建筑结构学报,2005,36(3):78-84.
[6]彭晓彤,顾强,林晨.半刚性节点钢框架内填钢筋混凝土剪力墙结构试验研究[J].土木工程学报,2008,41(1):64-69.
[7]彭晓彤,沈莉莉,林晨.钢框架内填混凝土剪力墙结构有限元分析[J].工业建筑,2010,40(6):107-110.
[8]彭晓彤,顾强,林晨.半刚性节点钢框架内填钢筋混凝土剪力墙结构滞回性能分析[J].建筑结构学报,2009,30(1):48-54.
[9]彭晓彤,顾强.钢框架内填钢筋混凝土剪力墙混合结构破坏机理及塑性分析[J].工程力学,2011,28(8):56-61.
[10]Popovic O.Sustainable Aspects of Longspan Light Weight Steel Structures[J].Journal of Constructional Steel Research,1998,46(1/3):288-289.
[11]李国强,王城.外挂式和内嵌式ALC墙板钢框架结构的滞回性能试验研究[J].钢结构,2005,20(1):52-56.
[12]金勇,程才渊.蒸压加气混凝土墙板与主框架的连接构件性能试验研究[J].建筑砌块与砌块建筑,2008(4):42-46.
[13]田海,陈以一.ALC拼合墙板受剪性能试验研究和有限元分析[J].建筑结构学报,2009,30(2):85-91.
[14]刘飞,李元齐,沈祖炎.低层冷弯薄壁型钢龙骨式住宅结构抗震性能研究进展[J].结构工程师,2009,25(4):138-144.
[15]Casafont M,Arnedo A.Experimental Testing of Joints for Seismic Design of Lightweight Structures,Part1:Screwed Joints in Straps[J].Thin-Walled Structures,2006,44:197-210.
[16]Casafont M,Arnedo A.Experimental Testing of Joints for Seismic Design of Lightweight Structures,Part2:Bolted Joints in Straps[J].Thin-Walled Structures,2006,44:677-691.
[17]Kim T S,Kuwamura H.A Parametric Study on Ultimate Strength of Single Shear Bolted Connections with Curling[J].Thin-Walled Structures,2008,46:38-53.
[18]Fülp L A,Dubina D.Design Criteria for Seam and Sheeting-to-Framing Connections of Cold-Formed Steel Shear Panels[J].Journal of Structural Engineering,2006(4):582-590.
[19]聂少锋.冷弯型钢立柱组合墙体抗剪承载力简化计算方法研究[D].西安:长安大学,2006.
[20]潘斯勇.高强冷弯超薄壁型钢自攻螺钉连接承载力试验研究[D].上海:同济大学,2009.
[21]周绪红,石宇,周天华,等.低层冷弯薄壁型钢结构住宅体系[J].建筑科学与工程学报,2005,22(2):1-14.
[22]周绪红,石宇,周天华,等.冷弯薄壁型钢结构住宅组合墙体受剪性能研究[J].建筑结构学报,2006,27(3):42-47.
[23]董军,夏冰青,马宏,等.NAFC、LCFC板及其与轻钢龙骨自攻螺栓连接性能[J].南京工业大学学报,2002,24(5):12-16.
[24]秦雅菲,孙国军,张其林.冷弯薄壁型钢低层住宅结构板材及其连接件的力学性能试验研究[J].工业建筑,2006,36(增刊):1191-1203.
[25]周全.PC结构住宅工业化模板体系研究[D].上海:同济大学,2009.
[26]张武廷.单元式新型保温外墙板在高层钢结构住宅中的应用[J].新型建筑材料,2008(2):24-26.
[27]李久鹏.工业化住宅外挂墙板耗能减震性能研究[D].天津:天津大学,2009.
[28]张德生,李远瑛,李升才.反复荷载作用下复合剪力墙板的试验研究[J].兰州理工大学学报,2009,35(6):110-113.
[29]邱灿星.带节能复合墙板钢框架低周反复荷载试验研究[D].济南:山东大学,2011.
[30]Carradine D M,Woeste F E,Dolan J D,et al.Utilizing Dia-phragm Action for Wind Load Design of Timber Frame and Structural Insulated Panel Buildings[J].Forest Products Jour-nal,2004,54(5):73-80.
[31]Heimbs S,Pein M.Failure Behaviour of Honeycomb Sandwich Corner Joints and Inserts[J].Composite Structures,2009,89:575-588.
[32]Aref A J,Jung W Y.Energy-Dissipating Polymer Matrix Com-posite-Infill Wall System for Seismic Retrofitting[J].Journal of Structural Engineering,ASCE,2003,129(4):440-448.
[33]王立忠,罗健.高层钢结构房屋中钢筋混凝土外挂板的减振作用[J].建筑结构学报,1995,16(2):70-76.
[34]罗健.钢筋混凝土外挂板摩擦恢复力特性试验及减震效果[J].北京建筑工程学院学报,1997,13(2):44-54.
[35]王立忠,罗健.设外挂板高层钢结构弹塑性地震反应分析[J].工程力学,1999(增刊):410-413.
[36]李国强,赵欣,孙飞飞,等.钢结构住宅体系墙板及墙板节点足尺模型振动台试验研究[J].地震工程与工程振动,2003,23(1):64-70.
[2]陈福广,沈荣熹,徐洛屹.墙体材料手册[M].北京:中国建筑工业出版社,2005.
[3]王宇飞,朱洪江,屈晓明,等.蒸压轻质砂加气混凝土砌块(AAC)墙体砌筑技术[J].青岛理工大学学报,2009,30(1):126-130.
[4]方明霁,李国强,陆烨.钢结构加气混凝土墙板和砌块墙体的抗震试验研究[J].工业建筑,2005,35(增刊):1292-1298.
[5]刘玉姝,李国强.带填充墙钢框架结构抗侧力性能试验及理论研究[J].建筑结构学报,2005,36(3):78-84.
[6]彭晓彤,顾强,林晨.半刚性节点钢框架内填钢筋混凝土剪力墙结构试验研究[J].土木工程学报,2008,41(1):64-69.
[7]彭晓彤,沈莉莉,林晨.钢框架内填混凝土剪力墙结构有限元分析[J].工业建筑,2010,40(6):107-110.
[8]彭晓彤,顾强,林晨.半刚性节点钢框架内填钢筋混凝土剪力墙结构滞回性能分析[J].建筑结构学报,2009,30(1):48-54.
[9]彭晓彤,顾强.钢框架内填钢筋混凝土剪力墙混合结构破坏机理及塑性分析[J].工程力学,2011,28(8):56-61.
[10]Popovic O.Sustainable Aspects of Longspan Light Weight Steel Structures[J].Journal of Constructional Steel Research,1998,46(1/3):288-289.
[11]李国强,王城.外挂式和内嵌式ALC墙板钢框架结构的滞回性能试验研究[J].钢结构,2005,20(1):52-56.
[12]金勇,程才渊.蒸压加气混凝土墙板与主框架的连接构件性能试验研究[J].建筑砌块与砌块建筑,2008(4):42-46.
[13]田海,陈以一.ALC拼合墙板受剪性能试验研究和有限元分析[J].建筑结构学报,2009,30(2):85-91.
[14]刘飞,李元齐,沈祖炎.低层冷弯薄壁型钢龙骨式住宅结构抗震性能研究进展[J].结构工程师,2009,25(4):138-144.
[15]Casafont M,Arnedo A.Experimental Testing of Joints for Seismic Design of Lightweight Structures,Part1:Screwed Joints in Straps[J].Thin-Walled Structures,2006,44:197-210.
[16]Casafont M,Arnedo A.Experimental Testing of Joints for Seismic Design of Lightweight Structures,Part2:Bolted Joints in Straps[J].Thin-Walled Structures,2006,44:677-691.
[17]Kim T S,Kuwamura H.A Parametric Study on Ultimate Strength of Single Shear Bolted Connections with Curling[J].Thin-Walled Structures,2008,46:38-53.
[18]Fülp L A,Dubina D.Design Criteria for Seam and Sheeting-to-Framing Connections of Cold-Formed Steel Shear Panels[J].Journal of Structural Engineering,2006(4):582-590.
[19]聂少锋.冷弯型钢立柱组合墙体抗剪承载力简化计算方法研究[D].西安:长安大学,2006.
[20]潘斯勇.高强冷弯超薄壁型钢自攻螺钉连接承载力试验研究[D].上海:同济大学,2009.
[21]周绪红,石宇,周天华,等.低层冷弯薄壁型钢结构住宅体系[J].建筑科学与工程学报,2005,22(2):1-14.
[22]周绪红,石宇,周天华,等.冷弯薄壁型钢结构住宅组合墙体受剪性能研究[J].建筑结构学报,2006,27(3):42-47.
[23]董军,夏冰青,马宏,等.NAFC、LCFC板及其与轻钢龙骨自攻螺栓连接性能[J].南京工业大学学报,2002,24(5):12-16.
[24]秦雅菲,孙国军,张其林.冷弯薄壁型钢低层住宅结构板材及其连接件的力学性能试验研究[J].工业建筑,2006,36(增刊):1191-1203.
[25]周全.PC结构住宅工业化模板体系研究[D].上海:同济大学,2009.
[26]张武廷.单元式新型保温外墙板在高层钢结构住宅中的应用[J].新型建筑材料,2008(2):24-26.
[27]李久鹏.工业化住宅外挂墙板耗能减震性能研究[D].天津:天津大学,2009.
[28]张德生,李远瑛,李升才.反复荷载作用下复合剪力墙板的试验研究[J].兰州理工大学学报,2009,35(6):110-113.
[29]邱灿星.带节能复合墙板钢框架低周反复荷载试验研究[D].济南:山东大学,2011.
[30]Carradine D M,Woeste F E,Dolan J D,et al.Utilizing Dia-phragm Action for Wind Load Design of Timber Frame and Structural Insulated Panel Buildings[J].Forest Products Jour-nal,2004,54(5):73-80.
[31]Heimbs S,Pein M.Failure Behaviour of Honeycomb Sandwich Corner Joints and Inserts[J].Composite Structures,2009,89:575-588.
[32]Aref A J,Jung W Y.Energy-Dissipating Polymer Matrix Com-posite-Infill Wall System for Seismic Retrofitting[J].Journal of Structural Engineering,ASCE,2003,129(4):440-448.
[33]王立忠,罗健.高层钢结构房屋中钢筋混凝土外挂板的减振作用[J].建筑结构学报,1995,16(2):70-76.
[34]罗健.钢筋混凝土外挂板摩擦恢复力特性试验及减震效果[J].北京建筑工程学院学报,1997,13(2):44-54.
[35]王立忠,罗健.设外挂板高层钢结构弹塑性地震反应分析[J].工程力学,1999(增刊):410-413.
[36]李国强,赵欣,孙飞飞,等.钢结构住宅体系墙板及墙板节点足尺模型振动台试验研究[J].地震工程与工程振动,2003,23(1):64-70.
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