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花旗松胶合木销槽顺纹承压性能影响因素研究

EXPERIMENTAL STUDY ON INFLUENCE FACTORS OF EMBEDDING PERFORMANCE PARALLEL TO GRAIN OF GLULAM
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摘要 对50个花旗松胶合木销槽顺纹承压试件进行试验,研究开槽方式、试件尺寸(厚度、高度和宽度)及螺栓直径等因素,对销槽顺纹承压性能的影响。分别采用5%d偏移法和5mm位移法确定销槽顺纹承压强度,将理论计算模型与试验结果进行对比,结果表明,销槽平行层板宽度时,销槽的顺纹承压强度降低较明显;试件尺寸和螺栓直径对销槽顺纹承压强度有一定影响,但影响不大;按5mm位移法和5%d偏移法确定的胶合木销槽顺纹承压强度较接近;NDS/GB50005标准的计算模型与试验结果吻合较好。 Embedding tests of 50 Douglas Fir Glulam specimens were conducted,and the effects of the slotting way,specimen dimensions,thickness,height and width,and bolt diameters on the embedding performance parallel to grain were studied.The embedding strength was evaluated by 5%d offset method and 5mm displacement method respectively,and compared with the theoretical calculation models.The results show that,when the pin slot is parallel to the laminate width,the embedding strength is obviously reduced.Specimen dimensions and bolt diameters have limited influence on the embedding strength.The embedding strength evaluated by 5mm displacement method was close to that obtained with the 5%d offset method.The research also shows that the values determined from NDS and GB50005 are close to the test results.
作者 施凌拢 周淑容 欧加加 朱海 SHI Ling-long;ZHOU Shu-rongu;OU Jia-jia;ZHU Hai(l.Key Laboratory of New Technology for Construction of Cities in Mountain Area,Ministry of Education,400045,Chongqing,China;School of Civil Engineering,Chongqing University,400045,Chongqing,China;China Southwest Architectural Design and Research Institute Corp.Ltd,610041,Chengdu,China)
出处 《建筑技术》 2021年第3期278-283,共6页 Architecture Technology
基金 国家重点研发计划资助项目(2016YFC0701505)。
关键词 胶合木 销槽顺纹承压性能 开槽方式 试件尺寸 螺栓直径 glulam:embedding strength parallel to grain the way of slotting specimen dimension bolt diameter
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  • 1GB50005—2003.木结构设计规范[S].[S].,..
  • 2木结构设计手册编辑委员会.木结构设计手册[M].3版.北京:中国建筑工业出版社,2005.
  • 3黄绍胤 洪敬源 余培明.木结构螺栓连接中销槽木材承压和钢销抗弯的强度.重庆建筑工程学院学报,1986,(1):11-17.
  • 4GB/T50708--2012胶合木结构技术规范[S].北京:中国建筑工业出版社,2012.
  • 5中华人民共和国国家技术监督局.GB/T50329-2012木结构试验方法标准[S].北京:中国标准出版社,2012.
  • 6GB/T1931-2009木材含水率测定方法[S].北京:中国标准出版社,2009.
  • 7CSA 086-09-2009’Engineering Design in Wood[S].
  • 8SOLTIS L A, HUBBARD F K,WILKINSON T L.Bearing Strength of Bolted Timber Joints[J]. Journalof Structural Engineering, 1986 ,112(9) : 2141-2154.
  • 9DOM M, DE BORST K, EBERHARDSTEINER J.Experiments on Dowel-type Timber Connections [J ].Engineering Structures,2013,47(1) :67-80.
  • 10XU B H’BOUCHAIR A’TAAZOUNT M,et al. Nu-merical and Experimental Analyses of Multiple-dowelSteel-to-timber Joints in Tension Perpendicular toGrain[J]. Engineering Structures,2009,31 (10) : 2357-2367.

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