期刊文献+

原竹建筑竹木套接-木木榫卯节点连接方式研究 被引量:3

Study on Bamboo Buildings of Bamboo - wood Cup Joints with Wooden Tenon - mortise Joints
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摘要 竹材有较高的抗拉与抗压强度,良好的弹性与韧性,且节能环保,而以原竹为结构材料的原竹建筑在现代社会的应用却鲜有其例,一个重要的原因就是缺乏牢固可靠耐久的连接方式.为了突破原竹建筑发展的瓶颈,提出了竹木套接-木木榫卯的节点连接方式,对节点进行了构造设计与分析,并通过对一栋两层框架原竹建筑的算例的整体结构的Etabs设计计算及其中节点的Abaqus有限元分析,论证了此种连接方式的安全性与可行性. The bamboo material not only has a high tensile and compressive strength,good flexibility and toughness,but also is energy-efficient and environmental.But the application of bamboo buildings which use bamboo as structural material is rare.One important reason is the lack of a solid,reliable and durable connection.In order to break through the bottleneck of the bamboo buildings development,this thesis proposed the connection of bamboo-wood cup joints with wooden tenon-mortise joints,and designed and analyzed the structure of node through Etabs designing and calculating of an example of two-story framework bamboo building.Through the finite element analysis of its intermediate node with Abaqus,the safety and feasibility of this connection were proved.
出处 《佳木斯大学学报(自然科学版)》 CAS 2013年第4期490-495,共6页 Journal of Jiamusi University:Natural Science Edition
关键词 套接 榫卯 原竹建筑 连接方式 cup joint tenon-mortise joints bamboo buildings connection mode
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  • 1柏文峰,吕珏.傣族民居的保护与振兴[J].工业建筑,2007,37(1):38-41. 被引量:9
  • 2[5]柏文峰,等.用于傣家竹楼的原竹结构节点[EB/OL]http://zhuanli.baidu.com/pages/sipo/20042010/45/f2c2bb5253c2711cbfff483b0d8d5025_0.html,2006-03-01
  • 3[6]Velez S.Grow Your Own House,Bilingual edition,Michigan.USA RAM Publications & distributions 2000
  • 4[7]Villegas Marcelo.New Bamboo:Bamboo architecture and design,Villegas Editores,Madrid,Spain Villegas Editores 2003

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  • 1孙照斌,田芸,杨庆.竹材热压干燥过程中的水分迁移特性研究[J].中南林学院学报,2006,26(4):47-51. 被引量:7
  • 2Pedersen M U, Clorios C 0,Damkilde L. Strength ofglued-in bolts after full scale loading[J]. J Perform Con-struction Facil, 1999, 13: 107-113.
  • 3、WiktorR. Glulam connections using epoxy glued-in re_b^rs. A thesis submitted in partial fulfillment of the re-quirements for the degree of applied science [D]. Colum-bia: The University of British, 1994.
  • 4Madhoushi M,Ansell M P. Behaviour of timber connec-tions using glued-in GFRP rods under fatigue loading PartII: Moment-resisting connections [J]. Composites Part B,2008(39): 249-257.
  • 5Turkowskij S. Prefabricated joints of timber structure oninclined glued-in bars[C]//Proceedings of the internationaltimber engineering conference. Trada, London, UK, 1991:212-217.
  • 6ASTM D1761-88. Standard test methods for mechanicalfasteners in wood[S].
  • 7Broughton J Q Hutchinson A R. Effect of timber moisturecontent on bonded-in rods [J]. Construction and BuildingMaterials, 2001(15): 17-25.
  • 8Rossignon A B. Espion B. Experimental assessment of thepull-out strength of single rods bonded in glulam parallelto the grain [J]. Hola als Roh-urid Werkstoff,2008, 66:419-432.
  • 9李应,陈双林,李迎春,谢双喜.气候因子对竹子生长的影响研究综述[J].竹子研究汇刊,2011,30(3):9-12. 被引量:20
  • 10韩健,罗丹.圆竹气干过程的物理特征变化[J].中南林业科技大学学报,2012,32(7):110-114. 被引量:4

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