钢结构住宅体系研究
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摘要
钢结构住宅是社会经济发展和科技进步的产物,符合住宅产业化和可持续发展的要求。钢结构住宅具有抗震性能好,施工速度快,可循环再利用等优点,大力发展钢结构住宅是可行的和必要的。本论文从结构体系,新型构件,新型节点及围护体系等方面综述了钢结构住宅的发展情况。
首先分析和比较了常用的钢结构住宅体系,包括钢框架,钢框架-支撑,钢框架-剪力墙等,重点比较了抗侧力性能并提出了各种体系的适用范围;然后介绍了几种新型钢结构住宅体系,包括悬挂式钢-混结构体系,交错桁架体系,开缝钢板剪力墙等。
其次比较方钢管混凝土柱的三种计算理论,然后从试验研究,计算公式,加工和施工工艺几方面总结了方钢管混凝土柱的研究现状。
论文总结了方钢管混凝土组合异形柱的研究:包括长细比计算,有限元分析和轴压试验研究。论文认为方钢管混凝土组合异形柱体系是一种结构合理,性能优越的新型体系,非常适合用于钢结构住宅的建设,具备广阔的发展前景,值得大力推广。
论文还总结了外肋环板节点和隔板贯通式节点的研究。包括节点构造,承载力计算理论和承载力计算公式,静力试验和拟静力试验研究。本论文认为两种节点是力学性能优良,构造简单合理的新型节点形式,有较大的推广应用价值。
围护体系中总结了新型墙体材料和新型砌块的应用现状,还包括钢结构住宅的防腐和防火,设计标准、图集和规范等技术支持。
The steel structure dwelling houses is the outcome of the development of society and economic. It meets the necessity of the housing industrialization and the requirement of the sustainable development. The steel structure dwelling houses have the advantages as good performance under seismic action, fast and convenient construction and cycling and reutilization. This thesis tries to summarize the development of steel structure dwelling houses from multiple angles, which includes the structure system, new components, new joints and the envelop system, etc.
Studies on the structure system of steel structure dwelling houses: analyzing some common structure systems of steel structure dwelling houses which include steel frame, braced steel frame and steel frame-shear wall etc; comparing the performance of lateral resistant; summarizing the areas that the above mentioned structure systems can be applicable to; introducing a few new structure systems of steel structure dwelling houses which include suspended steel and concrete mixed residential building structure system, staggered truss structure system and steel plate shear wall with slites, etc.
Studies on Concrete-filled Rectangular Tubular Column: introducing and comparing three calculation theories of column; summarizing the actuality of column from the following aspects-experimental research, calculation formula, machining and constructing techniques; puting forward the slenderness ratio calculation theory, making FEA and summarizing the axial compression experiment of special-shaped column composed of concrete filled square steel tubes. This thesis considers the special-shaped column composed of concrete filled square steel tubes as a new steel structure dwelling house system which is sound in structure and nice in function. Therefore, the future of developing and promoting this new structure system is bright and prosperous.
Studies on two new kinds of joints: vertical stiffener joint and diaphragm-through style beam-column joint. This part concerns about joint construction, calculation theory and formula of bearing capacity, static experiment and pseudo-static experiment. This thesis considers two new kinds of joints are sound in mechanical properties and reasonable in construction. The joints are worth to be popularization and application.
Studies on the envelop system: introduction and application of new wall materials and new bricks. This part also includes anticorrosion and fireproof of steel structure dwelling houses and the collection in codes, atlas and criterion of design;
首先分析和比较了常用的钢结构住宅体系,包括钢框架,钢框架-支撑,钢框架-剪力墙等,重点比较了抗侧力性能并提出了各种体系的适用范围;然后介绍了几种新型钢结构住宅体系,包括悬挂式钢-混结构体系,交错桁架体系,开缝钢板剪力墙等。
其次比较方钢管混凝土柱的三种计算理论,然后从试验研究,计算公式,加工和施工工艺几方面总结了方钢管混凝土柱的研究现状。
论文总结了方钢管混凝土组合异形柱的研究:包括长细比计算,有限元分析和轴压试验研究。论文认为方钢管混凝土组合异形柱体系是一种结构合理,性能优越的新型体系,非常适合用于钢结构住宅的建设,具备广阔的发展前景,值得大力推广。
论文还总结了外肋环板节点和隔板贯通式节点的研究。包括节点构造,承载力计算理论和承载力计算公式,静力试验和拟静力试验研究。本论文认为两种节点是力学性能优良,构造简单合理的新型节点形式,有较大的推广应用价值。
围护体系中总结了新型墙体材料和新型砌块的应用现状,还包括钢结构住宅的防腐和防火,设计标准、图集和规范等技术支持。
The steel structure dwelling houses is the outcome of the development of society and economic. It meets the necessity of the housing industrialization and the requirement of the sustainable development. The steel structure dwelling houses have the advantages as good performance under seismic action, fast and convenient construction and cycling and reutilization. This thesis tries to summarize the development of steel structure dwelling houses from multiple angles, which includes the structure system, new components, new joints and the envelop system, etc.
Studies on the structure system of steel structure dwelling houses: analyzing some common structure systems of steel structure dwelling houses which include steel frame, braced steel frame and steel frame-shear wall etc; comparing the performance of lateral resistant; summarizing the areas that the above mentioned structure systems can be applicable to; introducing a few new structure systems of steel structure dwelling houses which include suspended steel and concrete mixed residential building structure system, staggered truss structure system and steel plate shear wall with slites, etc.
Studies on Concrete-filled Rectangular Tubular Column: introducing and comparing three calculation theories of column; summarizing the actuality of column from the following aspects-experimental research, calculation formula, machining and constructing techniques; puting forward the slenderness ratio calculation theory, making FEA and summarizing the axial compression experiment of special-shaped column composed of concrete filled square steel tubes. This thesis considers the special-shaped column composed of concrete filled square steel tubes as a new steel structure dwelling house system which is sound in structure and nice in function. Therefore, the future of developing and promoting this new structure system is bright and prosperous.
Studies on two new kinds of joints: vertical stiffener joint and diaphragm-through style beam-column joint. This part concerns about joint construction, calculation theory and formula of bearing capacity, static experiment and pseudo-static experiment. This thesis considers two new kinds of joints are sound in mechanical properties and reasonable in construction. The joints are worth to be popularization and application.
Studies on the envelop system: introduction and application of new wall materials and new bricks. This part also includes anticorrosion and fireproof of steel structure dwelling houses and the collection in codes, atlas and criterion of design;
引文
[1]陈禄如.我国钢结构住宅发展概况.钢结构,2007,vol.22(No.97):1-3.
[2]《钢结构设计手册》编辑委员会.钢结构设计手册(下册).北京:中国建筑工业出版社,2004:23.
[3] DB29-57-2003.天津市钢结构住宅设计规程. 2003.
[4]陈富生,邱国桦,范重.高层建筑钢结构设计.北京:中国建筑工业出版社,2004.
[5]Robert Tremblay, Nathalie Robert. Seismic design of low-and medium-rise chevron braced steel frames. Canadian Journal of Civil Engineering,2000,27:1192-1206
[6]Robert Tremblay, Nathalie Robert. Seismic performance of low-and medium-rise chevron braced steel frames. Canadian Journal of Civil Engineering,2001,28:699-714
[7]郭彦林,董全利.钢板剪力墙的发展与研究现状.钢结构,2005,Vol.20(No.77):1-6.
[8]黄伟.住宅钢结构发展研究.住宅科技,2005,10:44-48
[9]建设部住宅产业化促进中心.钢结构住宅设计与施工技术.中国建筑工业出版社,2005
[10]周绪红,石宇,周天华.低层冷弯薄壁性钢结构住宅体系.建筑科学与工程学报,2005,Vol.22(No.2):1-14.
[11]项士权,邓景纹,茅声华.悬挂式钢-混住宅结构体系的研究.建筑结构学报,2002,Vol23(No.6):56-63.
[12]尹志明,周绪红,徐红胜.交错桁架结构体系在钢结构住宅中的应用.建筑技术开发,Vol30(No.1):11-12.
[13]汪家铭,中岛正爱.屈曲约束支撑体系的应用与研究进展.建筑钢结构进展,2005,Vol7(No.1):1-12.
[14]Toko Hitaka, Chiaki Matsui. Experimental study on steel shear wall with slits. Journal of Structural Engineering, ASCE.2 003,Vol.129(No.5):586-594.
[15]韩林海.钢管混凝土结构.北京:科学出版社,2000.
[16]钟善桐.钢管混凝土结构.北京,清华大学出版社,2003.
[17]蔡绍怀.现代钢管混凝土结构.人民交通出版社,2003.
[18] CECS159:2004.矩形钢管混凝土结构技术规程. 2004.
[19]DG/TJ08-015-2004.高层建筑钢—混凝土混合结构设计规程. 2004.
[20]张大煦,王春潮.超声波法检测中小直径钢管混凝土方法的研究.天津市建筑科学研究院,2003.
[21]傅玉勇,陈志华.方矩形钢管混凝土柱的超声波检测和切割破损试验研究.河北工业大学学报,2005,Vol.34(No.2):115-118.
[22]GB50017-2003,钢结构设计规范[S].北京:中国计划出版社,2003.
[23]陈志华,李黎明.方钢管混凝土柱的轴压力分配系数研究.钢结构,2005,Vol.20(No.1):23-25.
[24]Lu,Yue Qing, Kennedy D.J. laurie. Flexural behaviour of concrete-filled hollow structural sections. Canadian Journal of Civil Engineering,Vol.21,Feb,1994:111-130.
[25]沈祖炎,陈之毅.矩形钢管混凝土结构设计施工中的若干问题.第三届海峡两岸及香港钢及金属结构技术研讨会,2003:18-28.
[26]黎志军,蔡健.带约束拉杆异性钢管混凝土柱力学性能的试验研究.工程力学增刊,2001:124-129.
[27]王国周.钢结构原理与设计.北京:清华大学出版社,1993.
[28]荣彬,陈志华,李黎明. L形截面方钢管组合异形柱的长细比计算.钢结构,2006,Vol.21(No.87):8-11.
[29]李振宇.十字形截面方钢管混凝土组合异形柱承载力研究. [硕士论文]天津大学,2006.
[30]乔景. T形方钢管混凝土组合异形柱轴心受压承载力研究. [硕士论文]天津大学,2005.
[31]ANSYS. Inc. ANSYS structural analysis guide release 9.0.
[32]Eivid Hongnestad. A study of combined bending and axial load in reinforced concrete members. Bulletin 399, University of Illinois Engineering Experiment Station, Urbara, IL, Nov, 1951.
[33]李四平,霍达.偏心受压方钢管混凝土柱极限承载力的计算.建筑结构学报,1998,Vol.19(No.1):41-51.
[34]陈志华,闫翔宇,王亨.方钢管混凝土柱新型节点和异形柱在住宅钢结构中的应用.钢结构,2007,Vol.22(No.91):17-19.
[35]苗纪奎,陈志华,姜忻良.方钢管混凝土柱与钢梁的外肋环板节点抗震性能试验研究.地震工程与工程振动. 2007,Vol.27(No.2):85-90.
[36]熊维.方钢管混凝土柱与H钢梁的两种新型刚性节点的承载力研究. [硕士论文]天津大学,2005.
[37]李黎明,陈志华,李宁.隔板贯通式梁柱节点的抗震性能试验研究.地震工程与工程振动,2007,Vol.27(No.1):46-53.
[38]郑立,姚通稳.新型墙体材料技术读本.北京:化学工业出版社,2005.
[39]国家行业标准. JC623-1996,《钢丝网架水泥聚苯乙烯夹芯板》.国家建筑材料工业局,1996.
[40]李砚波,戴自强,赵仲星. CS板新型节能住宅建筑体系.墙材革新与建筑节能,2005,No.4:18-20.
[41]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.钢结构,2005,vol.20(No.77):52-56.
[42]安庆新,保彦晴,王兵.钢结构住宅建筑的防火应用技术.建筑技术,2004,vol.35(No.7):491-493.
[2]《钢结构设计手册》编辑委员会.钢结构设计手册(下册).北京:中国建筑工业出版社,2004:23.
[3] DB29-57-2003.天津市钢结构住宅设计规程. 2003.
[4]陈富生,邱国桦,范重.高层建筑钢结构设计.北京:中国建筑工业出版社,2004.
[5]Robert Tremblay, Nathalie Robert. Seismic design of low-and medium-rise chevron braced steel frames. Canadian Journal of Civil Engineering,2000,27:1192-1206
[6]Robert Tremblay, Nathalie Robert. Seismic performance of low-and medium-rise chevron braced steel frames. Canadian Journal of Civil Engineering,2001,28:699-714
[7]郭彦林,董全利.钢板剪力墙的发展与研究现状.钢结构,2005,Vol.20(No.77):1-6.
[8]黄伟.住宅钢结构发展研究.住宅科技,2005,10:44-48
[9]建设部住宅产业化促进中心.钢结构住宅设计与施工技术.中国建筑工业出版社,2005
[10]周绪红,石宇,周天华.低层冷弯薄壁性钢结构住宅体系.建筑科学与工程学报,2005,Vol.22(No.2):1-14.
[11]项士权,邓景纹,茅声华.悬挂式钢-混住宅结构体系的研究.建筑结构学报,2002,Vol23(No.6):56-63.
[12]尹志明,周绪红,徐红胜.交错桁架结构体系在钢结构住宅中的应用.建筑技术开发,Vol30(No.1):11-12.
[13]汪家铭,中岛正爱.屈曲约束支撑体系的应用与研究进展.建筑钢结构进展,2005,Vol7(No.1):1-12.
[14]Toko Hitaka, Chiaki Matsui. Experimental study on steel shear wall with slits. Journal of Structural Engineering, ASCE.2 003,Vol.129(No.5):586-594.
[15]韩林海.钢管混凝土结构.北京:科学出版社,2000.
[16]钟善桐.钢管混凝土结构.北京,清华大学出版社,2003.
[17]蔡绍怀.现代钢管混凝土结构.人民交通出版社,2003.
[18] CECS159:2004.矩形钢管混凝土结构技术规程. 2004.
[19]DG/TJ08-015-2004.高层建筑钢—混凝土混合结构设计规程. 2004.
[20]张大煦,王春潮.超声波法检测中小直径钢管混凝土方法的研究.天津市建筑科学研究院,2003.
[21]傅玉勇,陈志华.方矩形钢管混凝土柱的超声波检测和切割破损试验研究.河北工业大学学报,2005,Vol.34(No.2):115-118.
[22]GB50017-2003,钢结构设计规范[S].北京:中国计划出版社,2003.
[23]陈志华,李黎明.方钢管混凝土柱的轴压力分配系数研究.钢结构,2005,Vol.20(No.1):23-25.
[24]Lu,Yue Qing, Kennedy D.J. laurie. Flexural behaviour of concrete-filled hollow structural sections. Canadian Journal of Civil Engineering,Vol.21,Feb,1994:111-130.
[25]沈祖炎,陈之毅.矩形钢管混凝土结构设计施工中的若干问题.第三届海峡两岸及香港钢及金属结构技术研讨会,2003:18-28.
[26]黎志军,蔡健.带约束拉杆异性钢管混凝土柱力学性能的试验研究.工程力学增刊,2001:124-129.
[27]王国周.钢结构原理与设计.北京:清华大学出版社,1993.
[28]荣彬,陈志华,李黎明. L形截面方钢管组合异形柱的长细比计算.钢结构,2006,Vol.21(No.87):8-11.
[29]李振宇.十字形截面方钢管混凝土组合异形柱承载力研究. [硕士论文]天津大学,2006.
[30]乔景. T形方钢管混凝土组合异形柱轴心受压承载力研究. [硕士论文]天津大学,2005.
[31]ANSYS. Inc. ANSYS structural analysis guide release 9.0.
[32]Eivid Hongnestad. A study of combined bending and axial load in reinforced concrete members. Bulletin 399, University of Illinois Engineering Experiment Station, Urbara, IL, Nov, 1951.
[33]李四平,霍达.偏心受压方钢管混凝土柱极限承载力的计算.建筑结构学报,1998,Vol.19(No.1):41-51.
[34]陈志华,闫翔宇,王亨.方钢管混凝土柱新型节点和异形柱在住宅钢结构中的应用.钢结构,2007,Vol.22(No.91):17-19.
[35]苗纪奎,陈志华,姜忻良.方钢管混凝土柱与钢梁的外肋环板节点抗震性能试验研究.地震工程与工程振动. 2007,Vol.27(No.2):85-90.
[36]熊维.方钢管混凝土柱与H钢梁的两种新型刚性节点的承载力研究. [硕士论文]天津大学,2005.
[37]李黎明,陈志华,李宁.隔板贯通式梁柱节点的抗震性能试验研究.地震工程与工程振动,2007,Vol.27(No.1):46-53.
[38]郑立,姚通稳.新型墙体材料技术读本.北京:化学工业出版社,2005.
[39]国家行业标准. JC623-1996,《钢丝网架水泥聚苯乙烯夹芯板》.国家建筑材料工业局,1996.
[40]李砚波,戴自强,赵仲星. CS板新型节能住宅建筑体系.墙材革新与建筑节能,2005,No.4:18-20.
[41]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.钢结构,2005,vol.20(No.77):52-56.
[42]安庆新,保彦晴,王兵.钢结构住宅建筑的防火应用技术.建筑技术,2004,vol.35(No.7):491-493.