木结构中钉节点性能影响因素的研究进展
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摘要
笔者主要回顾木结构中钉节点性能的研究进展,通过对材料性质、节点形式、加载方式等方面的研究,推导钉节点性能理论计算模型。系统介绍钉连接国内外研究现状,对钉连接节点研究进展进行系统概述,阐明木结构中钉节点对结构的重要性,以期为木结构未来发展提供借鉴。
Authors of this paper mainly review the research progress of the joint performance of the wood structure,through the research on the material properties,the form of the joints,and the method of loading,the theoretical calculation model of the performance of nail joints is derived.Introduce the foreign and Chinese research status,overview of the research progress of the nail joint,and the importance of the structure of the joints in the wood structure is elucidated,so that to provide reference for wood structure development in the future.
Authors of this paper mainly review the research progress of the joint performance of the wood structure,through the research on the material properties,the form of the joints,and the method of loading,the theoretical calculation model of the performance of nail joints is derived.Introduce the foreign and Chinese research status,overview of the research progress of the nail joint,and the importance of the structure of the joints in the wood structure is elucidated,so that to provide reference for wood structure development in the future.
引文
[1]Steve G W,Lawrence A S.Lateral and withdrawal strength of nail connections for manufactured housing[J].Journal of Structural Engineering,1994,120(12):3577-3594.
[2]Sawat K,Shibusaw T,Ohashi K,et al.Effects of density profile of MDF on stiffness and strength of nailed joints[J].Journal of Wood Science,2008,54(1):45-53.
[3]Christian O.Sorensen,Ruth-Marie Nymark,Lars Baasted.Experimental Investigations of the Shear Capacity of Nails in a Row[J].Open Journal of Civil Engineering,2013,3(3):173-181.
[4]陈恩灵,费本华.杉木规格材圆钢钉握钉力性能研究[J].木材加工机械,2008,19(5):31-34.
[5]赵荣军,费本华,陈恩灵.杉木规格材圆钢钉握钉强度研究[J].建筑材料学报,2010,13(4):463-467.
[6]Hirai T,Yanaga K,Zhang P W.Practical effective resistance of nailed shear walls[C].The 6~(th)World Conference on Timber Engineering,Whistler,Canada,2000.
[7]Kent S,et al.Bio deterioration effects on nailed connections[C].The 8~(th)World Conference on Timber Engineering,Lahti,Finland,2004.
[8]Cottm k,Robertj L David v r,et aL Effects of decay on the cyclic properties of nailed connections[J].Journal of materials in civil engineering,2005(9-10):579-585.
[9]Nakajima S,Okabe M.Effects of dry and humid cyclic climate on the performance of nail joints and shear walls.The humid cyclic climate on the performance of nail joints andshear walls[C].The 8~(th)World Conference on Timber Engineering,Lahti,Finland,2004.
[10]陈志勇.轻型木结构中剪力墙钉连接承载性能试验研究[D].哈尔滨:哈尔滨工业大学,2006.
[11]祝恩淳,陈志勇,潘景龙.覆面板钉连接的承载性能试验研究[J].同济大学学报:自然科学版,2011(9):1280-1285.
[12]Sinha A,Gupta R,Nairn J A.Thermal Degradation of Lateral Yield Strength of Nailed Wood Conneetions[J].Journal of Materials in Civil Engineering,2014,23(6):812-822.
[13]United States Department of Agriculture.Lateral load-bearing capacity of nailed joints based on the yield theory:theoretical development[R].Research paper FPL-RP-United States Department of Agriculture,Forest Service,Forest Products Laboratory(USA),1986.
[14]Dinehart D,Joye D,Mendoza E.Viscoelastic polymers improve cyclic performance of wood connections[C].The 8~(th)World Conference on Timber Engineering,Lahti,Finland,2004.
[15]熊海贝,化明星,康加华,等.轻型木结构钉节点低周反复试验研究[J].结构工程师,2011(1):195-200.
[16]熊海贝,化明星,杨春梅,等.低周反复荷载作用下钉节点性能试验研究[J].四川建筑科学研究,2012,38(4):1-5.
[17]杜敏,费本华,谢宝元,等.轻型木结构中钉节点试验研究[J].建筑结构,2012(7):142-145.
[18]阙泽利,杨玲,赵丹,等.不同覆面条件下木结构剪力墙钉节点性能研究[J].建筑结构,2014,44(9):93-96.
[19]董伟博,高颖,于志明,等.轻型木结构夹板剪力墙钉节点试验研究[J].建筑结构,2015(6):54-57.
[20]王倩,周先雁,刘泽亚.胶合木构件顺纹受压及钉连接增强性能试验研究[J].结构工程师,2015,31(1):142-146.
[21]Richard N,Daudeville L,Prion H,et al.Timber shear walls with large openings:experimental and numerical prediction of the structural behaviour[J].Canadian Journal of Civil Engineering,2002,29(5):713-724.
[22]Gorlacher R.Load-carrying capacity of steel-to-timber joints with annular ringed shank nails[C].Proceedings CIB-W18 Timber Structures,Meeting,Bordeaux,France,1995.
[23]DujicB,et al.Hysteretic responses of different sheathing to framing joints[C].The 8~(th)World Conference on Timber Engineering,Lahti,Finland,2004.
[24]Aytekin A.Determination of screw and nail withdrawal resistance of some important wood species[J].International Journal of Molecular Sciences,2008,9(4):626-637.
[25]陈志勇,祝恩淳,潘景龙.轻型木结构中覆面板钉连接承载性能试验研究[J].土木建筑与环境工程,2010,32(6):47-54.
[26]Luszczki G E,Clapp J D,Davids W G,et al.Withdrawal Capacity of Plain,Annular Shank,and Helical Shank Nail Fasteners in Spruce-Pine-Fir Lumber[J].Forest Products Journal,2013,63(5-6):213-220.
[27]George Muthike,Fred Muisu Joseph Githiomi.Withdrawal Strengh of Nail-TTMBER Joints for Kenyan Grown Cypress and Pines[J].International Journal of Applied Science and Technology,2013,3(3):116.
[28]Blass H J.Characteristic strength of nailed joint[J].Forest Products Journal,1994,44(4):33-39.
[29]Andre Jorissen.Double shears timber connections with dowel-type fastener[D].Velp,The Netherlands:Delf University,1998.
[30]Hirai T,Yanaga K,Zhang P W.Practical effective resistance of nailed shear walls[C].The 6~(th)World Conference on Timber Engineering,Whistler,Canada,2000.
[31]陈松来,陈志勇,樊承谋,等.木结构剪力墙中钉连接的实验研究[J].中山大学学报:自然科学版,2008,47(4):133-138.
[32]Nakajima S,Okabe M.Effects of dry and humid cyclic climate on the performance of nail joints and shear walls[C].The 8~(th)World Conference on Timber Engineering,Lahti,Finland,2004.
[33]David V R,TimothyA R.Rate-of-load and duration-of-load effects for wood fasteners[J].Journal of Structural Engineering,1999,125(7):719-724.
[34]Dolan J D,Gutshall S T,Mclain T E.Monotonic and Cyclic Tests to Determine Short-Term Load Duration Performance of Nail and Bolt Connections,Virginia Polytechnic Institute and State University Timber Engineering Report No.TE-1994-001[R].1995.
[35]王春明,林利民,周海滨,等.兴安落叶松钉连接施工技术研究[J].林业科技,201 1,36(5),40-42.
[36]Johanson K W,Forsogmed Traforbindelser.Danmarks tekoiske hojiskole medd[R].Laboratoriet for bygning steknik(In Danish),1941,NO.10.
[37]Molller.New method of estimating the bearing strength of nailed wood connections(in Swedish and English translation)[R].Chalmers Tekniska Holgska Holgskolas Handlingarm,1950,No.117.
[38]Wilkinson T L.Theoretical Lateral Resistance of Nailed Joints[J].Journal of the Structural Division,1971.
[39]Foschi R O,Bonac T.Load-slip characteristics for connectionswith common nails[J].Wood Science,1977,9(3):118-123.
[40]Dolan J D,Madsen B,Dolan J D,et al Monotonic and cyclic nail connection test[J].Canadian Journal of Civil Engineering,1992,19(1):97-104.
[41]Johansson H,Lukascewska E,Stehn L.Nailed timber joints with a thick interlayer[C].The 8~(th)World Conference on Timber Engineering,Lahti,Finland,2004.
[42]程海江.轻型木结构房屋抗震性能研究[D].上海:同济大学,2007:50-52.
[43]邹晓静,郭云,刘雁.轻型木结构中钉节点试验研究[J].建筑结构,2010(3):11 1-114.
[44]张盛东.木结构剪力墙抗侧性能研究进展[J].结构工程师,2006,22(5):72-77.
[45]王焕杰,陆洲导,张盛东,等.木结构剪力墙钉节点变形研究[J].结构工程师,2007,23(6):23,78-82.
[2]Sawat K,Shibusaw T,Ohashi K,et al.Effects of density profile of MDF on stiffness and strength of nailed joints[J].Journal of Wood Science,2008,54(1):45-53.
[3]Christian O.Sorensen,Ruth-Marie Nymark,Lars Baasted.Experimental Investigations of the Shear Capacity of Nails in a Row[J].Open Journal of Civil Engineering,2013,3(3):173-181.
[4]陈恩灵,费本华.杉木规格材圆钢钉握钉力性能研究[J].木材加工机械,2008,19(5):31-34.
[5]赵荣军,费本华,陈恩灵.杉木规格材圆钢钉握钉强度研究[J].建筑材料学报,2010,13(4):463-467.
[6]Hirai T,Yanaga K,Zhang P W.Practical effective resistance of nailed shear walls[C].The 6~(th)World Conference on Timber Engineering,Whistler,Canada,2000.
[7]Kent S,et al.Bio deterioration effects on nailed connections[C].The 8~(th)World Conference on Timber Engineering,Lahti,Finland,2004.
[8]Cottm k,Robertj L David v r,et aL Effects of decay on the cyclic properties of nailed connections[J].Journal of materials in civil engineering,2005(9-10):579-585.
[9]Nakajima S,Okabe M.Effects of dry and humid cyclic climate on the performance of nail joints and shear walls.The humid cyclic climate on the performance of nail joints andshear walls[C].The 8~(th)World Conference on Timber Engineering,Lahti,Finland,2004.
[10]陈志勇.轻型木结构中剪力墙钉连接承载性能试验研究[D].哈尔滨:哈尔滨工业大学,2006.
[11]祝恩淳,陈志勇,潘景龙.覆面板钉连接的承载性能试验研究[J].同济大学学报:自然科学版,2011(9):1280-1285.
[12]Sinha A,Gupta R,Nairn J A.Thermal Degradation of Lateral Yield Strength of Nailed Wood Conneetions[J].Journal of Materials in Civil Engineering,2014,23(6):812-822.
[13]United States Department of Agriculture.Lateral load-bearing capacity of nailed joints based on the yield theory:theoretical development[R].Research paper FPL-RP-United States Department of Agriculture,Forest Service,Forest Products Laboratory(USA),1986.
[14]Dinehart D,Joye D,Mendoza E.Viscoelastic polymers improve cyclic performance of wood connections[C].The 8~(th)World Conference on Timber Engineering,Lahti,Finland,2004.
[15]熊海贝,化明星,康加华,等.轻型木结构钉节点低周反复试验研究[J].结构工程师,2011(1):195-200.
[16]熊海贝,化明星,杨春梅,等.低周反复荷载作用下钉节点性能试验研究[J].四川建筑科学研究,2012,38(4):1-5.
[17]杜敏,费本华,谢宝元,等.轻型木结构中钉节点试验研究[J].建筑结构,2012(7):142-145.
[18]阙泽利,杨玲,赵丹,等.不同覆面条件下木结构剪力墙钉节点性能研究[J].建筑结构,2014,44(9):93-96.
[19]董伟博,高颖,于志明,等.轻型木结构夹板剪力墙钉节点试验研究[J].建筑结构,2015(6):54-57.
[20]王倩,周先雁,刘泽亚.胶合木构件顺纹受压及钉连接增强性能试验研究[J].结构工程师,2015,31(1):142-146.
[21]Richard N,Daudeville L,Prion H,et al.Timber shear walls with large openings:experimental and numerical prediction of the structural behaviour[J].Canadian Journal of Civil Engineering,2002,29(5):713-724.
[22]Gorlacher R.Load-carrying capacity of steel-to-timber joints with annular ringed shank nails[C].Proceedings CIB-W18 Timber Structures,Meeting,Bordeaux,France,1995.
[23]DujicB,et al.Hysteretic responses of different sheathing to framing joints[C].The 8~(th)World Conference on Timber Engineering,Lahti,Finland,2004.
[24]Aytekin A.Determination of screw and nail withdrawal resistance of some important wood species[J].International Journal of Molecular Sciences,2008,9(4):626-637.
[25]陈志勇,祝恩淳,潘景龙.轻型木结构中覆面板钉连接承载性能试验研究[J].土木建筑与环境工程,2010,32(6):47-54.
[26]Luszczki G E,Clapp J D,Davids W G,et al.Withdrawal Capacity of Plain,Annular Shank,and Helical Shank Nail Fasteners in Spruce-Pine-Fir Lumber[J].Forest Products Journal,2013,63(5-6):213-220.
[27]George Muthike,Fred Muisu Joseph Githiomi.Withdrawal Strengh of Nail-TTMBER Joints for Kenyan Grown Cypress and Pines[J].International Journal of Applied Science and Technology,2013,3(3):116.
[28]Blass H J.Characteristic strength of nailed joint[J].Forest Products Journal,1994,44(4):33-39.
[29]Andre Jorissen.Double shears timber connections with dowel-type fastener[D].Velp,The Netherlands:Delf University,1998.
[30]Hirai T,Yanaga K,Zhang P W.Practical effective resistance of nailed shear walls[C].The 6~(th)World Conference on Timber Engineering,Whistler,Canada,2000.
[31]陈松来,陈志勇,樊承谋,等.木结构剪力墙中钉连接的实验研究[J].中山大学学报:自然科学版,2008,47(4):133-138.
[32]Nakajima S,Okabe M.Effects of dry and humid cyclic climate on the performance of nail joints and shear walls[C].The 8~(th)World Conference on Timber Engineering,Lahti,Finland,2004.
[33]David V R,TimothyA R.Rate-of-load and duration-of-load effects for wood fasteners[J].Journal of Structural Engineering,1999,125(7):719-724.
[34]Dolan J D,Gutshall S T,Mclain T E.Monotonic and Cyclic Tests to Determine Short-Term Load Duration Performance of Nail and Bolt Connections,Virginia Polytechnic Institute and State University Timber Engineering Report No.TE-1994-001[R].1995.
[35]王春明,林利民,周海滨,等.兴安落叶松钉连接施工技术研究[J].林业科技,201 1,36(5),40-42.
[36]Johanson K W,Forsogmed Traforbindelser.Danmarks tekoiske hojiskole medd[R].Laboratoriet for bygning steknik(In Danish),1941,NO.10.
[37]Molller.New method of estimating the bearing strength of nailed wood connections(in Swedish and English translation)[R].Chalmers Tekniska Holgska Holgskolas Handlingarm,1950,No.117.
[38]Wilkinson T L.Theoretical Lateral Resistance of Nailed Joints[J].Journal of the Structural Division,1971.
[39]Foschi R O,Bonac T.Load-slip characteristics for connectionswith common nails[J].Wood Science,1977,9(3):118-123.
[40]Dolan J D,Madsen B,Dolan J D,et al Monotonic and cyclic nail connection test[J].Canadian Journal of Civil Engineering,1992,19(1):97-104.
[41]Johansson H,Lukascewska E,Stehn L.Nailed timber joints with a thick interlayer[C].The 8~(th)World Conference on Timber Engineering,Lahti,Finland,2004.
[42]程海江.轻型木结构房屋抗震性能研究[D].上海:同济大学,2007:50-52.
[43]邹晓静,郭云,刘雁.轻型木结构中钉节点试验研究[J].建筑结构,2010(3):11 1-114.
[44]张盛东.木结构剪力墙抗侧性能研究进展[J].结构工程师,2006,22(5):72-77.
[45]王焕杰,陆洲导,张盛东,等.木结构剪力墙钉节点变形研究[J].结构工程师,2007,23(6):23,78-82.