木结构装配式节点研究现状
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摘要
结合国内外学者对木结构装配式节点的相关研究,对现代木结构建筑节点的初始刚度、极限承载力、破坏形态、节点延性和耗能能力等方面的研究成果加以总结.介绍了大跨度木结构装配式节点和木结构梁柱节点的研究现状,提出了目前木结构装配式节点在发展过程中亟待解决的问题,分析了将来木结构建筑的发展趋势.
According to the domestic and foreign research results on fabricated joint of timber structure,the research achievements on initial stiffness,ultimate bearing capacity,failure mode,ductility and energy dissipation are summarized.The new researches in fabricated joints of large-span timber structures and beam-to-column joints of timber structures are introduced.The problems to be studied in the development of the timber structure joints are presented,and the future trends of timber structure are analyzed in the paper.
According to the domestic and foreign research results on fabricated joint of timber structure,the research achievements on initial stiffness,ultimate bearing capacity,failure mode,ductility and energy dissipation are summarized.The new researches in fabricated joints of large-span timber structures and beam-to-column joints of timber structures are introduced.The problems to be studied in the development of the timber structure joints are presented,and the future trends of timber structure are analyzed in the paper.
引文
[1]孙小鸾,陆伟东,刘伟庆,等.木网壳结构半刚性装配式植筋节点受力性能研究[J].建筑结构学报,2017,38(2):20-27.
[2]孙小鸾,刘伟庆,陆伟东,等.单层K6型球面胶合木网壳结构受力性能试验研究[J].建筑结构学报,2017,38(9):121-130.
[3]周华樟,祝恩淳,刘志周.胶合木网壳半刚性节点受力性能试验研究[J].建筑结构学报,2015,36(3):106-111.
[4]周金将,何敏娟,苏炳正.单层木网壳半刚性节点刚度试验研究[J].结构工程师,2017,33(5):147-153.
[5] EN 1995-1-1,2004Eurocode 5:Design of timber structures:Part 1-1:General-common rules and rules for buildings[S].Brussels Belgium:European Committee for Standardization,2004.
[6]谢桥军,肖岩.大跨度胶合竹结构屋架受力性能研究[J].建筑结构学报,2016,37(4):47-53.
[7] GEˇCYS T,DANINAS A.Experimental investigation of glued laminated timber beam to beam connections filled with cement based filler[J].Procedia Engineering,2013,43(4):320-326.
[8]何桂荣.某胶合木网壳结构及其植筋连接节点设计[J].特种结构,2016,33(3):114-120.
[9]范耀源.胶合木网壳结构力学性能研究[D].广州:广州大学,2017.
[10]吴智立.木网壳新型耗能节点受力性能数值模拟研究[D].广州:广州大学,2015.
[11] PHILIPP D.Robustness of large-span timber roof structures:Structural aspects[J].Engineering Structures,2011,33(11):3106-3112.
[12]周军文,赵风华,齐永胜,等.新型竹木框架装配节点抗震性能试验研究[J].工业建筑,2017,47(9):70-74.
[13]惠卓,秦卫红,李云杰,等.胶合木端板连接节点低周反复试验与承载力[J].同济大学学报(自然科学版),2017,45(12):1765-1772.
[14]张盛东,范新海,屈文俊.内嵌多块钢板销式木连接力学性能研究[J].同济大学学报(自然科学版),2012,40(8):1163-1168.
[15]王明谦,宋晓滨,顾祥林,等.胶合木梁柱螺栓-钢填板节点转动性能研究[J].建筑结构学报,2014,35(9):141-150.
[16]王明谦,顾祥林,宋晓滨,等.胶合木梁柱嵌入钢板-螺栓拼接节点纯弯与弯剪性能试验研究[J].建筑结构学报,2016,37(4):64-72.
[17]何敏娟,倪淑娜,马人乐,等.木结构钢填板预应力套管螺栓连接性能试验[J].同济大学学报(自然科学版),2013,41(9):1353-1358.
[18]赵艺,何敏娟,马人乐.胶合木预应力套管螺栓群连接梁柱节点受弯承载力及参数分析[J].建筑结构学报,2016,37(10):18-26.
[19]陆伟东,孙洪锋,刘伟庆.自攻螺钉增强胶合木梁柱螺栓节点受力性能试验研究[J].建筑结构学报,2016,37(4):80-86.
[20] GB/T 50708—2012,胶合木结构技术规范[S].
[21]刘慧芬,何敏娟.自攻螺钉参数设置对胶合木梁柱节点受力性能的影响[J].建筑结构学报,2015,36(7):148-156.
[22] YEH M C,LIN Y L,HUANG G P.Investigation of the structural performance of glulam beam connections using self-tapping screws[J].Journal of Wood Science,2014,60(1):39-48.
[23] DEL SENNO M,PIAZZA M,TOMASI R.Axial glued-in steel timber joints:Experimental and numerical analysis[J].Holz Roh Werkst,2004,62(2):137-146.
[24]杨会峰,凌志彬,刘伟庆,等.单调与低周反复荷载作用下胶合木梁柱延性抗弯节点试验研究[J].建筑结构学报,2015,36(10):131-138.
[2]孙小鸾,刘伟庆,陆伟东,等.单层K6型球面胶合木网壳结构受力性能试验研究[J].建筑结构学报,2017,38(9):121-130.
[3]周华樟,祝恩淳,刘志周.胶合木网壳半刚性节点受力性能试验研究[J].建筑结构学报,2015,36(3):106-111.
[4]周金将,何敏娟,苏炳正.单层木网壳半刚性节点刚度试验研究[J].结构工程师,2017,33(5):147-153.
[5] EN 1995-1-1,2004Eurocode 5:Design of timber structures:Part 1-1:General-common rules and rules for buildings[S].Brussels Belgium:European Committee for Standardization,2004.
[6]谢桥军,肖岩.大跨度胶合竹结构屋架受力性能研究[J].建筑结构学报,2016,37(4):47-53.
[7] GEˇCYS T,DANINAS A.Experimental investigation of glued laminated timber beam to beam connections filled with cement based filler[J].Procedia Engineering,2013,43(4):320-326.
[8]何桂荣.某胶合木网壳结构及其植筋连接节点设计[J].特种结构,2016,33(3):114-120.
[9]范耀源.胶合木网壳结构力学性能研究[D].广州:广州大学,2017.
[10]吴智立.木网壳新型耗能节点受力性能数值模拟研究[D].广州:广州大学,2015.
[11] PHILIPP D.Robustness of large-span timber roof structures:Structural aspects[J].Engineering Structures,2011,33(11):3106-3112.
[12]周军文,赵风华,齐永胜,等.新型竹木框架装配节点抗震性能试验研究[J].工业建筑,2017,47(9):70-74.
[13]惠卓,秦卫红,李云杰,等.胶合木端板连接节点低周反复试验与承载力[J].同济大学学报(自然科学版),2017,45(12):1765-1772.
[14]张盛东,范新海,屈文俊.内嵌多块钢板销式木连接力学性能研究[J].同济大学学报(自然科学版),2012,40(8):1163-1168.
[15]王明谦,宋晓滨,顾祥林,等.胶合木梁柱螺栓-钢填板节点转动性能研究[J].建筑结构学报,2014,35(9):141-150.
[16]王明谦,顾祥林,宋晓滨,等.胶合木梁柱嵌入钢板-螺栓拼接节点纯弯与弯剪性能试验研究[J].建筑结构学报,2016,37(4):64-72.
[17]何敏娟,倪淑娜,马人乐,等.木结构钢填板预应力套管螺栓连接性能试验[J].同济大学学报(自然科学版),2013,41(9):1353-1358.
[18]赵艺,何敏娟,马人乐.胶合木预应力套管螺栓群连接梁柱节点受弯承载力及参数分析[J].建筑结构学报,2016,37(10):18-26.
[19]陆伟东,孙洪锋,刘伟庆.自攻螺钉增强胶合木梁柱螺栓节点受力性能试验研究[J].建筑结构学报,2016,37(4):80-86.
[20] GB/T 50708—2012,胶合木结构技术规范[S].
[21]刘慧芬,何敏娟.自攻螺钉参数设置对胶合木梁柱节点受力性能的影响[J].建筑结构学报,2015,36(7):148-156.
[22] YEH M C,LIN Y L,HUANG G P.Investigation of the structural performance of glulam beam connections using self-tapping screws[J].Journal of Wood Science,2014,60(1):39-48.
[23] DEL SENNO M,PIAZZA M,TOMASI R.Axial glued-in steel timber joints:Experimental and numerical analysis[J].Holz Roh Werkst,2004,62(2):137-146.
[24]杨会峰,凌志彬,刘伟庆,等.单调与低周反复荷载作用下胶合木梁柱延性抗弯节点试验研究[J].建筑结构学报,2015,36(10):131-138.