意杨旋切板胶合木销槽承压强度的试验研究
Experimental Study on Bearing Strength of Pin Groove of the Poplar LVL
DOI: 10.12677/MS.2021.119117, PDF,    国家自然科学基金支持
作者: 郭燕霏, 王安涟, 邹新兴, 刘 雁:扬州大学建筑科学与工程学院,江苏 扬州
关键词: 意杨LVL螺杆直径试验销槽承压理论计算Poplar Laminated Veneer Lumber Screw Diameter Experiment Pin Groove Compression Theoretical Calculation
摘要: 意杨旋切板胶合木(简称意杨LVL)是一种新型工程木,具有出材率高、强度高、变异性小、尺寸不受限制等优点,但该工程木在土建领域的应用却较少。因此,对影响意杨LVL螺栓连接性能的销槽承压性能进行试验研究,以期探索扩展意杨LVL在建筑工程中的应用。共设计制作了3组尺寸为90 mm × 90 mm × 40 mm的半孔承压试件,每组10个,测试螺杆直径为8 mm、10 mm、12 mm时试件的销槽承压强度。试验发现,破坏时销槽孔壁均发生局部压溃皱褶;试件半孔下方受拉裂缝随螺杆直径增大而变大;螺杆直径越小,抗压强度越大。最后对销槽承压强度进行了理论计算,得出中国及美国规范的销槽承压强度计算结果与试验值吻合最好。
Abstract: Poplar Laminated Veneer Lumber (Poplar LVL) is a new type of Engineering timber, which has the advantages of high outturn percentage, high strength, small variability and unrestricted size, but it is seldom used in the field of civil engineering. Therefore, in order to explore and expand the application of Poplar LVL in construction engineering, the pressure bearing performance of pin groove which affects the performance of Poplar LVL bolt connection was studied. Three groups of 90 mm × 90 mm × 40 mm half hole pressure bearing specimens with 10 in each group were designed and manufactured. The pin groove bearing strength of the specimens was tested when the screw diameter was 8 mm, 10 mm and 12 mm. It is found that the pin slot hole wall has local collapse and wrinkle when the specimen is damaged; the tensile crack under the half hole increases with the increase of screw diameter; the smaller the screw diameter, the greater the compressive strength. Finally, the bearing strength of pin groove is calculated theoretically, and it is concluded that the calculated results of pin groove bearing strength in Chinese and American codes are in good agreement with the experimental values.
文章引用:郭燕霏, 王安涟, 邹新兴, 刘雁. 意杨旋切板胶合木销槽承压强度的试验研究[J]. 材料科学, 2021, 11(9): 1019-1027. https://doi.org/10.12677/MS.2021.119117

参考文献

[1] 刘雁, 张建新, 周宝国, 环志中. 现代木结构建筑及其在中国的发展前景初探[J]. 江苏建筑, 2005(3): 5-7, 10.
[2] Johanson, K.W. (1949) Theory of Timber Connections. International Association for Bridge and Structual En-gineering, Zürich, No. 9, 249-262.
[3] McLain, T.E. and Thangjitham, S. (1983) Bolted Wood-Joint Yield Model. Journal of Structural Engineering, 109, 1820-1835. [Google Scholar] [CrossRef
[4] Carmen, S., Jan-Willem, K. and Hans, J.B. (2012) Constitutive Model for Wood Based on Continuum Damage Mechanics. World Conference on Timber Engineer-ing, Auckland, 15-19 July 2012, 159-167.
[5] 周巍宇. 木结构螺栓连接节点强度研究[D]: [硕士学位论文]. 长沙: 中南林业科技大学, 2017.
[6] 唐红元, 马梦淋, 杨媛, 等. 正交胶合木销槽承压强度试验研究[J]. 建筑结构学报, 2020, 3(9): 11.
[7] 王雪婷, 徐才峰, 王志强. 正交胶合木及其销槽承压强度研究现状[J]. 林业科技, 2018, 43(5): 52-56.
[8] 刘雁, 王洪鹤, 丁佩蓉, 等. 意杨旋切板胶合木材料的物理力学性能[J]. 林产工业, 2017, 44(2): 12-16.
[9] 丁佩蓉. 意杨旋切板胶合木箱型梁受弯性能试验研究[D]: [硕士学位论文]. 扬州: 扬州大学, 2018.
[10] American Society for Testing and Materials (2002) ASTM D5764-97a. Standard Test Method for Evaluating Dowel- Bearing Strength of Wood and Wood-Based Products. ASTM International, West Conshohocken.
[11] 中华人民共和国国家标准. GB 50005-2017. 木结构设计标准[S]. 北京: 中国建筑工业出版社, 2017.
[12] 全国木材标准化技术委员会. GB/T 50708-2012. 胶合木结构技术规范[S]. 北京: 中国建筑工业出版社, 2012.
[13] American Wood Council (2017) National Design Specification for Wood Construction 2018 Edition ANSI/AWC NDS- 2018. American Wood Council, Leesburg.
[14] Canadian Standards Association (2019) Engineering Design in Wood: CSA O86-19. Canadian Standards Association, Toronto.
[15] British Standards Institution (2004) Eurocode 5: Design of Timber Structures-Part 1-1: General-Common Rules and Rules for Buildings: BSEN 1995-1-1. British Standards Institu-tion, London.