模块化建筑体系研究进展
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摘要
模块化建筑是建筑工业化高度发展的必然结果,其核心概念为标准化的预制集成建筑模块,具有规模效益好、施工速度快和质量可控等优点。在回顾国内外模块化建筑技术的研究及应用的基础上,总结了模块单元类型、模块组装、连接形式、模块单元设计、主体结构受力性能和围护结构性能等方面的成果,并进一步探讨模块化建筑有待深入研究的问题,旨在为我国工业化建筑的发展提供借鉴和参考。
Modular buildings is the inevitable result of highly-developed building industrialization. Standardized prefabricated integrated module is the core concept of modular building,and its primary advantages are: good economy of scale in manufacturing of multiple similar units; high speed of installation relative to site-intensive buildings; improved quality and accuracy in manufacturing. It reviewed the state of the art of modular buildings,as well as its application and research,both at home and abroad; and summarized the achievements of modular buildings from the aspects of modular units, module assembly, connection type, structural design of modular units,performance of main structure and maintenance structure. Furthermore,it discussed some issues which needed further research,and it aims to provide guiding significance and reference for the development of building industrialization.
Modular buildings is the inevitable result of highly-developed building industrialization. Standardized prefabricated integrated module is the core concept of modular building,and its primary advantages are: good economy of scale in manufacturing of multiple similar units; high speed of installation relative to site-intensive buildings; improved quality and accuracy in manufacturing. It reviewed the state of the art of modular buildings,as well as its application and research,both at home and abroad; and summarized the achievements of modular buildings from the aspects of modular units, module assembly, connection type, structural design of modular units,performance of main structure and maintenance structure. Furthermore,it discussed some issues which needed further research,and it aims to provide guiding significance and reference for the development of building industrialization.
引文
[1]王小盾,曲可鑫,陈志华,等.模块化建筑技术综述[C]//第十三届全国现代结构工程学术研讨会论文集,五指山:2013.
[2]LAWSON M,OGDEN R,GOODIER C.Design in Modular Construction[M].Boca Raton:CRC Press,2014.
[3]LAWSON R M.Building Design Using Modules[M].London:The Steel Construction Institute,2007.
[4]The Steel Construction Institute.Case Studies on Residential Buildings Using Steel[M].London:The Steel Construction Institute,2003.
[5]ANNAN C D.Applicability of Traditional Design Procedures to Modular Steel Buildings[D].Ontario:University of Western Ontario,2008.
[6]陈志华,刘佳迪,张鹏飞,等.中国工程建设标准化协会标准《模块化建筑技术规程》编制进展[C]//第十五届全国现代结构工程学术研讨会论文集.开封:2015.
[7]DAVISON B,OWENS G W.Steel Designers’Manual[M].London:The Steel Construction Institute,2012.
[8]查晓雄.轻钢活动房计算理论:静动力、优化、性能化防火、集装箱改造房[M].北京:科学出版社,2011.
[9]查晓雄,王璐璐,钟善桐.构建多层集装箱改造房的方法及确保其安全性实用公式推导[C]//第二届全国工程结构抗震加固技术交流会论文集.上海:2010.
[10]王璐璐.基于建筑和结构安全统一的废旧集装箱改造房构造的研究[D].深圳:哈尔滨工业大学,2010.
[11]陆烨,刘青,陈宇龙,等.集装箱房屋结构设计方法研究[J].工业建筑,2014,44(2):130-136.
[12]中国钢结构协会.集装箱模块化组合房屋技术规程:CECS 334∶2013[S].北京:中国计划出版社,2013.
[13]LAWSON R M,OGDEN R G.‘Hybrid’Light Steel Panel and Modular Systems[J].Thin-Walled Structures,2008,46(7/8/9):720-730.
[14]LAWSON R M,OGDEN R G,BERGIN R.Application of Modular Construction in High-Rise Buildings[J].Journal of Architectural Engineering,2012,18(2):148-154.
[15]PARK H K,OCK J.Unit Modular In-Fill Construction Method for High-Rise Buildings[J].KSCE Journal of Civil Engineering,2016,20(4):1201-1210.
[16]威信广厦模块住宅工业有限公司.港南路镇江公租房项目[EB/OL].http://amsgroup.com.cn/index.asp.
[17]FARNSWORTH D.Modular Tall Building Design at Atlantic Yards B2[C]//CTBUH 2014 Shanghai Conference Proceedings.Shanghai:2014.
[18]ANNAN C D,YOUSSEF M A,EI-NAGGAR M H.Hysteretic Characteristics of Braced Frames in Modular Steel Buildings[C]//CSCE 2011 General Conference.London:2011.
[19]查晓雄,钟建伟.一种集装箱改造房节点连接装置:CN201120488730.2[P].2012-08-08.
[20]郑天心,竺理查德.柱承式集成建筑模块的连接:CN201410392483.4[P].2015-02-04.
[21]曲可鑫.钢结构模块化建筑结构体系研究[D].天津:天津大学,2013.
[22]PARK K S,MOON J,LEE S,et al.Embedded Steel Column-toFoundation Connection for a Modular Structural System[J].Engineering Structures,2016,110:244-257.
[23]ANNAN C D,YOUSSEF M A,EI-NAGGAR M H,et al.Analytical Investigation of Semi-Rigid Floor Beams Connection in Modular Steel Structures[C]//33rd Annual General Conference of the Canadian Society for Civil Engineering.Ottawa:2005.
[24]ANNAN C D,YOUSSEF M A,El-NAGGAR M H.Effect of Directly Welded Stringer-to-Beam Connections on the Analysis and Design of Modular Steel Building Floors[J].Advances in Structural Engineering,2009,12(3):373-383.
[25]LAWSON R M,RICHARDS J.Modular Design for High-Rise Buildings[J].Proceedings of the ICE-Structures and Buildings,2010,163(3):151-164.
[26]LAWSON R M,OGDEN R G,POPO-OLA S.Design Consideration for Modular Opening Building Systems[J].Open House International,2011,36(1):44-53.
[27]ANNAN C D,YOUSSEF M A,EI-NAGGAR M H.Experimental Evaluation of the Seismic Performance of Modular Steel-Braced Frames[J].Engineering Structures,2009,31(7):1435-1446.
[28]ANNAN C D,YOUSSEF M A,EI-NAGGAR M H.Seismic Overstrength in Braced Frames of Modular Steel Buildings[J].Journal of Earthquake Engineering,2009,13(1):1-21.
[29]FATHIENH A,MERCAN O.Three Dimensional Nonlinear Dynamic Analysis of Modular Steel Buildings[J].Structures Congress,2014(1):2466-2477.
[30]FATHIEH A,MERCAN O.Seismic Evaluation of Modular Steel Buildings[J].Engineering Structures,2016,122:83-92.
[31]ANNAN C D,YOUSSEF M A,El-NAGGAR M H.Seismic Performance of Modular Steel Braced Frames[C]//Ninth Canadian Conference on Earthquake Engineering.2007.
[32]ANNAN C D,YOUSSEF M A,NAGGAR M H E.Seismic Vulnerability Assessment of Modular Steel Buildings[J].Journal of Earthquake Engineering,2009,13:1065-1088.
[33]HONG S,CHO B,CHUNG K,et al.Behavior of Framed Modular Building System with Double Skin Steel Panels[J].Journal of Constructional Steel Research,2011,67(6):936-946.
[34]李六连,李国强,陆勇,等.结构鲁棒性研究进展与趋势[J].建筑钢结构进展,2015,17(5):5-17.
[35]DCLG.Approved Document A:Structure:(2004 Edition Incorporating 2004,2010 and 2013 Amendments)[S].UK:Ministry of Housing,Communities&Local Government,2013.
[36]WAY A G J.Guidance on Meeting the Robustness Requirements in Approved Document A[M].2004 Ed.London:The Steel Construction Institute,2004.
[37]LAWSON R M,BYFIELD M P,POPO-OLA S O,et al.Robustness of Light Steel Frames and Modular Construction[J].Proceedings of the ICE-Structures and Buildings,2008,161(1):3-16.
[38]Structural Use of Steelwork in Building:BS 5950[S].2001.
[39]LAWSON R M,GRUBB P J,TREBILCOCK P J.Modular Construction Using Light Steel Framing:An Architects Guide[M].London:The Steel Construction Institute,1999.
[40]GORGOLEWSKI M T,GRUBB P J,LAWSON R M.Modular Construction Using Light Steel Framing:Design of Residual Buildings[M].London:The Steel Construction Institute,2001.
[2]LAWSON M,OGDEN R,GOODIER C.Design in Modular Construction[M].Boca Raton:CRC Press,2014.
[3]LAWSON R M.Building Design Using Modules[M].London:The Steel Construction Institute,2007.
[4]The Steel Construction Institute.Case Studies on Residential Buildings Using Steel[M].London:The Steel Construction Institute,2003.
[5]ANNAN C D.Applicability of Traditional Design Procedures to Modular Steel Buildings[D].Ontario:University of Western Ontario,2008.
[6]陈志华,刘佳迪,张鹏飞,等.中国工程建设标准化协会标准《模块化建筑技术规程》编制进展[C]//第十五届全国现代结构工程学术研讨会论文集.开封:2015.
[7]DAVISON B,OWENS G W.Steel Designers’Manual[M].London:The Steel Construction Institute,2012.
[8]查晓雄.轻钢活动房计算理论:静动力、优化、性能化防火、集装箱改造房[M].北京:科学出版社,2011.
[9]查晓雄,王璐璐,钟善桐.构建多层集装箱改造房的方法及确保其安全性实用公式推导[C]//第二届全国工程结构抗震加固技术交流会论文集.上海:2010.
[10]王璐璐.基于建筑和结构安全统一的废旧集装箱改造房构造的研究[D].深圳:哈尔滨工业大学,2010.
[11]陆烨,刘青,陈宇龙,等.集装箱房屋结构设计方法研究[J].工业建筑,2014,44(2):130-136.
[12]中国钢结构协会.集装箱模块化组合房屋技术规程:CECS 334∶2013[S].北京:中国计划出版社,2013.
[13]LAWSON R M,OGDEN R G.‘Hybrid’Light Steel Panel and Modular Systems[J].Thin-Walled Structures,2008,46(7/8/9):720-730.
[14]LAWSON R M,OGDEN R G,BERGIN R.Application of Modular Construction in High-Rise Buildings[J].Journal of Architectural Engineering,2012,18(2):148-154.
[15]PARK H K,OCK J.Unit Modular In-Fill Construction Method for High-Rise Buildings[J].KSCE Journal of Civil Engineering,2016,20(4):1201-1210.
[16]威信广厦模块住宅工业有限公司.港南路镇江公租房项目[EB/OL].http://amsgroup.com.cn/index.asp.
[17]FARNSWORTH D.Modular Tall Building Design at Atlantic Yards B2[C]//CTBUH 2014 Shanghai Conference Proceedings.Shanghai:2014.
[18]ANNAN C D,YOUSSEF M A,EI-NAGGAR M H.Hysteretic Characteristics of Braced Frames in Modular Steel Buildings[C]//CSCE 2011 General Conference.London:2011.
[19]查晓雄,钟建伟.一种集装箱改造房节点连接装置:CN201120488730.2[P].2012-08-08.
[20]郑天心,竺理查德.柱承式集成建筑模块的连接:CN201410392483.4[P].2015-02-04.
[21]曲可鑫.钢结构模块化建筑结构体系研究[D].天津:天津大学,2013.
[22]PARK K S,MOON J,LEE S,et al.Embedded Steel Column-toFoundation Connection for a Modular Structural System[J].Engineering Structures,2016,110:244-257.
[23]ANNAN C D,YOUSSEF M A,EI-NAGGAR M H,et al.Analytical Investigation of Semi-Rigid Floor Beams Connection in Modular Steel Structures[C]//33rd Annual General Conference of the Canadian Society for Civil Engineering.Ottawa:2005.
[24]ANNAN C D,YOUSSEF M A,El-NAGGAR M H.Effect of Directly Welded Stringer-to-Beam Connections on the Analysis and Design of Modular Steel Building Floors[J].Advances in Structural Engineering,2009,12(3):373-383.
[25]LAWSON R M,RICHARDS J.Modular Design for High-Rise Buildings[J].Proceedings of the ICE-Structures and Buildings,2010,163(3):151-164.
[26]LAWSON R M,OGDEN R G,POPO-OLA S.Design Consideration for Modular Opening Building Systems[J].Open House International,2011,36(1):44-53.
[27]ANNAN C D,YOUSSEF M A,EI-NAGGAR M H.Experimental Evaluation of the Seismic Performance of Modular Steel-Braced Frames[J].Engineering Structures,2009,31(7):1435-1446.
[28]ANNAN C D,YOUSSEF M A,EI-NAGGAR M H.Seismic Overstrength in Braced Frames of Modular Steel Buildings[J].Journal of Earthquake Engineering,2009,13(1):1-21.
[29]FATHIENH A,MERCAN O.Three Dimensional Nonlinear Dynamic Analysis of Modular Steel Buildings[J].Structures Congress,2014(1):2466-2477.
[30]FATHIEH A,MERCAN O.Seismic Evaluation of Modular Steel Buildings[J].Engineering Structures,2016,122:83-92.
[31]ANNAN C D,YOUSSEF M A,El-NAGGAR M H.Seismic Performance of Modular Steel Braced Frames[C]//Ninth Canadian Conference on Earthquake Engineering.2007.
[32]ANNAN C D,YOUSSEF M A,NAGGAR M H E.Seismic Vulnerability Assessment of Modular Steel Buildings[J].Journal of Earthquake Engineering,2009,13:1065-1088.
[33]HONG S,CHO B,CHUNG K,et al.Behavior of Framed Modular Building System with Double Skin Steel Panels[J].Journal of Constructional Steel Research,2011,67(6):936-946.
[34]李六连,李国强,陆勇,等.结构鲁棒性研究进展与趋势[J].建筑钢结构进展,2015,17(5):5-17.
[35]DCLG.Approved Document A:Structure:(2004 Edition Incorporating 2004,2010 and 2013 Amendments)[S].UK:Ministry of Housing,Communities&Local Government,2013.
[36]WAY A G J.Guidance on Meeting the Robustness Requirements in Approved Document A[M].2004 Ed.London:The Steel Construction Institute,2004.
[37]LAWSON R M,BYFIELD M P,POPO-OLA S O,et al.Robustness of Light Steel Frames and Modular Construction[J].Proceedings of the ICE-Structures and Buildings,2008,161(1):3-16.
[38]Structural Use of Steelwork in Building:BS 5950[S].2001.
[39]LAWSON R M,GRUBB P J,TREBILCOCK P J.Modular Construction Using Light Steel Framing:An Architects Guide[M].London:The Steel Construction Institute,1999.
[40]GORGOLEWSKI M T,GRUBB P J,LAWSON R M.Modular Construction Using Light Steel Framing:Design of Residual Buildings[M].London:The Steel Construction Institute,2001.