模块化钢结构建筑连接节点研究进展
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摘要
模块化钢结构建筑是近年来建筑工业化发展的重要趋势,模块间连接节点对于结构整体性能有显著影响,因此其设计至关重要。为此,基于国内外模块化钢结构建筑发展历程,从构件装配层面、模块化结构层面和模块化建筑层面分别综述了国内外模块化钢结构建筑连接节点构造形式和研究现状。结果表明:国内外已经出现多种形式的模块化钢结构建筑连接节点并应用于实际工程中,但对其受力性能的研究相对匮乏,严重滞后于工程实践;同时,缺乏能够与建筑层面模块化作业相适应且受力性能优良的节点形式,无法满足模块化钢结构建筑在高层建筑及抗震设防区域的应用。因此,对节点装配构造、传力机理、抗震性能及其设计理论的研究具有一定的迫切性和现实意义。综述了近年来国内外模块化钢结构建筑连接节点方面的最新进展,结合作者在该领域的研究工作和成果,给出了该领域的研究方向和未来的发展趋势。
In recent years, modular steel construction has become one of the major topics in the field of construction industrialization, in which the design of the connection is crucial. In this context, the author introduced the development of modular steel construction at home and abroad with three levels: the component level, the structure level and the architectural level. Furthermore, the author summerized the configuration and research progress of connections in modular steel construction at the three different levels. It is found that there have been various types of connections for modular steel construction in practice. However, limited research can be found on their mechanical behavior. The related research far lags behind the engineering practice, which limited the application of modular steel construction in high-rise buildings and seismic areas. Therefore, it is urgent and important to carry out researches on the load-transferring mechanism, seismic performance and design theory of connections in modular steel construction. This paper gives state-of-the-art review on the connection in modular steel construction. The future trends in this field are also given from the authors point of view based on our recent research work and achivements.
In recent years, modular steel construction has become one of the major topics in the field of construction industrialization, in which the design of the connection is crucial. In this context, the author introduced the development of modular steel construction at home and abroad with three levels: the component level, the structure level and the architectural level. Furthermore, the author summerized the configuration and research progress of connections in modular steel construction at the three different levels. It is found that there have been various types of connections for modular steel construction in practice. However, limited research can be found on their mechanical behavior. The related research far lags behind the engineering practice, which limited the application of modular steel construction in high-rise buildings and seismic areas. Therefore, it is urgent and important to carry out researches on the load-transferring mechanism, seismic performance and design theory of connections in modular steel construction. This paper gives state-of-the-art review on the connection in modular steel construction. The future trends in this field are also given from the authors point of view based on our recent research work and achivements.
引文
[1] 王俊,赵基达,胡宗羽. 我国建筑工业化发展现状与思考[J]. 土木工程学报,2016,49(5): 1-8. (WANG Jun, ZHAO Jida, HU Zongyu. Review and thinking on development of building industrialization in China[J]. China Civil Engineering Journal, 2016, 49(5): 1-8. (in Chinese))
[2] DING Yang,DENG Enfeng,ZONG Liang,et al. Cyclic tests on corrugated steel plate shear walls with openings in modularized-constructions[J]. Journal of Constructional Steel Research, 2017, 138: 675- 691.
[3] 郑小东. 住宅67,蒙特利尔,魁北克省,加拿大[J]. 世界建筑,2011(8): 32-37. (ZHENG Xiaodong. Harbibat’ 67, Montreal, Quebec, Canada[J]. World Architecture, 2011(8): 32-37. (in Chinese))
[4] 曲可鑫. 钢结构模块化建筑结构体系研究[D]. 天津:天津大学,2014:4.(QU Kexin. Study on steel structural system in modular buildings[D]. Tianjin: Tianjin University, 2014:4. (in Chinese))
[5] LAWSON R M, RAY O, CHRIS G, et al. Design in modular construction[M]. Boca Raton, FL: CRC Press, 2014: 163-178.
[6] 中集模块化建筑投资有限公司官方网站[Z/OL]. [2017-11- 07]. http://www.cimc-mbs.com/.
[7] 施刚. 钢框架半刚性端板连接的静力和抗震性能研究[D]. 北京:清华大学,2004. (SHI Gang. Static and seismic behaviors of semirigid end-plate connections in steel frames[D]. Beijing: Tsinghua University, 2004. (in Chinese))
[8] 李黎明,陈以一,李宁,蔡玉春. 外套管式冷弯方钢管与H型钢梁连接节点的抗震性能[J]. 吉林大学学报,2010,40(1): 67-71. (LI Liming, CHEN Yiyi, LI Ning, CAI Yuchun. Seismic performance of outer-shell connection of coled-formed square tubular column and H-shaped steel beam[J]. Journal of Jilin University, 2010, 40(1): 67-71. (in Chinese))
[9] 王燕,马强强,杨松森. 装配式钢结构梁柱内套筒组合螺栓连接节点力学性能研究[J]. 天津大学学报,2016,49(增刊1): 73-79. (WANG Yan, MA Qiangqiang, YANG Songsen. Mechanical properties of beam-column connection jonits using inner sleeve composite bolts in fabricated steel structure[J]. Journal of Tianjin University, 2016, 49(Suppl.1):73-79.(in Chinese))
[10] 陈学森,施刚,王喆,等. 箱形柱-工字梁端板连接节点试验研究[J]. 建筑结构学报,2017,38(8): 113-123. (CHEN Xuesen, SHI Gang, WANG Zhe, et al. Experimental study of end-plate connections between box-section columns and I-section beams[J]. Journal of Building Structures,2017,38(8):113-123.(in Chinese))
[11] 郭志鹏,张爱林,刘学春,李超. 装配式钢框架节点带Z字形悬臂梁段和削弱梁段连接的抗震性能研究[J]. 建筑结构学报,2017,38(6): 43-52. (GUO Zhipeng, ZHANG Ailin, LIU Xuechun, LI Chao. Seismic behavior of prefabricated steel frame connection with Z-shaped cantilever beam and reduced beam section[J]. Journal of Building Structures, 2017, 38(6): 43-52.(in Chinese))
[12] 刘学春,杨志炜,王鹤翔,等. 螺栓装配多高层钢结构梁柱连接抗震性能研究[J]. 建筑结构学报,2017,38(6): 34- 42. (LIU Xuechun, YANG Zhiwei, WANG Hexiang, et al. Seismic performance of beam-column connection in bolted assembled multi-high-rise steel structure[J]. Journal of Building Structures, 2017, 38(6): 34- 42.(in Chinese))
[13] 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.
[14] 陈志华,刘佳迪,张鹏飞,郑天心,张泽超. 一种钢框架与钢结构模块连接节点: 201510141648.5[P]. 2015- 07-15.
[15] CHEN Zhihua, LIU Jiadi, YU Yujie. Experimental study on interior connections in modular steel buildings[J]. Engineering Structures, 2017, 147: 625- 638.
[16] PARK Keum-Sung, MOON Jiho, LEE Sang-Sup, et al. Embedded steel column-to-foundation connection for a modular structural system[J]. Engineering Structures, 2016, 110: 244-257.
[17] DENG Enfeng, YAN Jiabao, DING Yang, et al. Analytical and numerical studies on steel columns with novel connections in modular construction[J]. International Journal of Steel Structure, 2017, 17(4): 1613-1626.
[18] 郑天心,竺·理查德. 柱承式集成建筑模块的连接结构: 201410392483.4[P]. 2015- 02- 04.
[19] LEE Seungjae, PARK Jaeseong, KWAK Euishin, et al. Verification of the seismic performance of a rigidly connected modular system depending on the shape and size of the ceiling bracket[J]. Materials,2017,10(3): 263.
[20] LEE Sang Sup, BAE Kyu Woong, PARK Keum Sung, HONG Sung Yub. An experimental evaluation of structural performance for the beam to column joints in unit modular system[J]. Journal of Korean Society of Steel Construction,2013,25(3):255-265.(in Korean)
[21] 丁阳,邓恩峰,宗亮,等. 一种模块化集装箱建筑连接节点: 201710298036.6[P]. 2017- 07-28.
[22] 郭妍,陈志华,张锡治,等. 一种榫卯式模块建筑角部连接节点: 201520486362.6[P]. 2015-12-16.
[23] LAWSON R M, OGDEN R G. ‘Hybrid’ light steel panel and modular systems[J]. Thin-Walled Structures, 2008, 46(7/8/9): 720-730.
[24] 建筑抗震设计规范: GB 50011—2010[M]. 2016版. 北京:中国建筑工业出版社,2016. (Code for seimic design of buildings: GB 50011—2010[S]. 2016 ed. Beijing: China Architecture & Builing Press, 2016.(in Chinese))
[25] 陈志华,周子栋,刘佳迪,等. 一种角件旋转式模块建筑连接节点: 201610519615.4[P]. 2016-11-23.
[26] 陈志华,刘佳迪,王小盾,张鹏飞. 自锁榫卯式模块建筑连接节点: 201610039734.X[P]. 2016- 05- 04.
[27] 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.(Technical specification for modular freight container building: CECS 334: 2013[S]. Beijing: China Planning Press, 2013.(in Chinese))
[28] 邓恩峰,丁阳,宗亮,等. 一种应用于模块化钢结构建筑的连接节点: 201710298035.1[P]. 2017- 07-14.
[29] ZHANG Ailin, GUO Zhipeng, LIU Xuechun. Seismic performance of Z-type cantilever beam splices of column-tree connection[J]. Journal of Constructional Steel Research, 2017, 133: 97-111.
[30] LIU Xuechun, PU Shuanghui, ZHANG Ailin, et al. Static and seismic experiment for bolted-welded joint for in modularized prefabricated steel structure[J]. Journal of Constructional Steel Research,2015,115:417- 433.
[31] CHEN Zhihua, LIU Jiadi, YU Yujie, et al. Experimental study of an innovative modular steel building connection[J]. Journal of Constructional Steel Research, 2017, 139: 69-82.
[32] DENG Enfeng, ZONG Liang, DING Yang, LUO Yunbiao. Seismic behavior and design of bolted module-to-module connection with various reinforcing details[J]. Thin-walled Structures, 2018, 133: 106-119.
[33] DENG Enfeng, ZONG Liang, DING Yang, et al. Monotonic and cyclic response of bolted connections with welded cover plate for modular steel construction[J]. Engineering Structures, 2018, 167: 407- 419.
[2] DING Yang,DENG Enfeng,ZONG Liang,et al. Cyclic tests on corrugated steel plate shear walls with openings in modularized-constructions[J]. Journal of Constructional Steel Research, 2017, 138: 675- 691.
[3] 郑小东. 住宅67,蒙特利尔,魁北克省,加拿大[J]. 世界建筑,2011(8): 32-37. (ZHENG Xiaodong. Harbibat’ 67, Montreal, Quebec, Canada[J]. World Architecture, 2011(8): 32-37. (in Chinese))
[4] 曲可鑫. 钢结构模块化建筑结构体系研究[D]. 天津:天津大学,2014:4.(QU Kexin. Study on steel structural system in modular buildings[D]. Tianjin: Tianjin University, 2014:4. (in Chinese))
[5] LAWSON R M, RAY O, CHRIS G, et al. Design in modular construction[M]. Boca Raton, FL: CRC Press, 2014: 163-178.
[6] 中集模块化建筑投资有限公司官方网站[Z/OL]. [2017-11- 07]. http://www.cimc-mbs.com/.
[7] 施刚. 钢框架半刚性端板连接的静力和抗震性能研究[D]. 北京:清华大学,2004. (SHI Gang. Static and seismic behaviors of semirigid end-plate connections in steel frames[D]. Beijing: Tsinghua University, 2004. (in Chinese))
[8] 李黎明,陈以一,李宁,蔡玉春. 外套管式冷弯方钢管与H型钢梁连接节点的抗震性能[J]. 吉林大学学报,2010,40(1): 67-71. (LI Liming, CHEN Yiyi, LI Ning, CAI Yuchun. Seismic performance of outer-shell connection of coled-formed square tubular column and H-shaped steel beam[J]. Journal of Jilin University, 2010, 40(1): 67-71. (in Chinese))
[9] 王燕,马强强,杨松森. 装配式钢结构梁柱内套筒组合螺栓连接节点力学性能研究[J]. 天津大学学报,2016,49(增刊1): 73-79. (WANG Yan, MA Qiangqiang, YANG Songsen. Mechanical properties of beam-column connection jonits using inner sleeve composite bolts in fabricated steel structure[J]. Journal of Tianjin University, 2016, 49(Suppl.1):73-79.(in Chinese))
[10] 陈学森,施刚,王喆,等. 箱形柱-工字梁端板连接节点试验研究[J]. 建筑结构学报,2017,38(8): 113-123. (CHEN Xuesen, SHI Gang, WANG Zhe, et al. Experimental study of end-plate connections between box-section columns and I-section beams[J]. Journal of Building Structures,2017,38(8):113-123.(in Chinese))
[11] 郭志鹏,张爱林,刘学春,李超. 装配式钢框架节点带Z字形悬臂梁段和削弱梁段连接的抗震性能研究[J]. 建筑结构学报,2017,38(6): 43-52. (GUO Zhipeng, ZHANG Ailin, LIU Xuechun, LI Chao. Seismic behavior of prefabricated steel frame connection with Z-shaped cantilever beam and reduced beam section[J]. Journal of Building Structures, 2017, 38(6): 43-52.(in Chinese))
[12] 刘学春,杨志炜,王鹤翔,等. 螺栓装配多高层钢结构梁柱连接抗震性能研究[J]. 建筑结构学报,2017,38(6): 34- 42. (LIU Xuechun, YANG Zhiwei, WANG Hexiang, et al. Seismic performance of beam-column connection in bolted assembled multi-high-rise steel structure[J]. Journal of Building Structures, 2017, 38(6): 34- 42.(in Chinese))
[13] 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.
[14] 陈志华,刘佳迪,张鹏飞,郑天心,张泽超. 一种钢框架与钢结构模块连接节点: 201510141648.5[P]. 2015- 07-15.
[15] CHEN Zhihua, LIU Jiadi, YU Yujie. Experimental study on interior connections in modular steel buildings[J]. Engineering Structures, 2017, 147: 625- 638.
[16] PARK Keum-Sung, MOON Jiho, LEE Sang-Sup, et al. Embedded steel column-to-foundation connection for a modular structural system[J]. Engineering Structures, 2016, 110: 244-257.
[17] DENG Enfeng, YAN Jiabao, DING Yang, et al. Analytical and numerical studies on steel columns with novel connections in modular construction[J]. International Journal of Steel Structure, 2017, 17(4): 1613-1626.
[18] 郑天心,竺·理查德. 柱承式集成建筑模块的连接结构: 201410392483.4[P]. 2015- 02- 04.
[19] LEE Seungjae, PARK Jaeseong, KWAK Euishin, et al. Verification of the seismic performance of a rigidly connected modular system depending on the shape and size of the ceiling bracket[J]. Materials,2017,10(3): 263.
[20] LEE Sang Sup, BAE Kyu Woong, PARK Keum Sung, HONG Sung Yub. An experimental evaluation of structural performance for the beam to column joints in unit modular system[J]. Journal of Korean Society of Steel Construction,2013,25(3):255-265.(in Korean)
[21] 丁阳,邓恩峰,宗亮,等. 一种模块化集装箱建筑连接节点: 201710298036.6[P]. 2017- 07-28.
[22] 郭妍,陈志华,张锡治,等. 一种榫卯式模块建筑角部连接节点: 201520486362.6[P]. 2015-12-16.
[23] LAWSON R M, OGDEN R G. ‘Hybrid’ light steel panel and modular systems[J]. Thin-Walled Structures, 2008, 46(7/8/9): 720-730.
[24] 建筑抗震设计规范: GB 50011—2010[M]. 2016版. 北京:中国建筑工业出版社,2016. (Code for seimic design of buildings: GB 50011—2010[S]. 2016 ed. Beijing: China Architecture & Builing Press, 2016.(in Chinese))
[25] 陈志华,周子栋,刘佳迪,等. 一种角件旋转式模块建筑连接节点: 201610519615.4[P]. 2016-11-23.
[26] 陈志华,刘佳迪,王小盾,张鹏飞. 自锁榫卯式模块建筑连接节点: 201610039734.X[P]. 2016- 05- 04.
[27] 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.(Technical specification for modular freight container building: CECS 334: 2013[S]. Beijing: China Planning Press, 2013.(in Chinese))
[28] 邓恩峰,丁阳,宗亮,等. 一种应用于模块化钢结构建筑的连接节点: 201710298035.1[P]. 2017- 07-14.
[29] ZHANG Ailin, GUO Zhipeng, LIU Xuechun. Seismic performance of Z-type cantilever beam splices of column-tree connection[J]. Journal of Constructional Steel Research, 2017, 133: 97-111.
[30] LIU Xuechun, PU Shuanghui, ZHANG Ailin, et al. Static and seismic experiment for bolted-welded joint for in modularized prefabricated steel structure[J]. Journal of Constructional Steel Research,2015,115:417- 433.
[31] CHEN Zhihua, LIU Jiadi, YU Yujie, et al. Experimental study of an innovative modular steel building connection[J]. Journal of Constructional Steel Research, 2017, 139: 69-82.
[32] DENG Enfeng, ZONG Liang, DING Yang, LUO Yunbiao. Seismic behavior and design of bolted module-to-module connection with various reinforcing details[J]. Thin-walled Structures, 2018, 133: 106-119.
[33] DENG Enfeng, ZONG Liang, DING Yang, et al. Monotonic and cyclic response of bolted connections with welded cover plate for modular steel construction[J]. Engineering Structures, 2018, 167: 407- 419.