EXPERIMENTAL STUDY ON PULL-OUT PROPERTIES OF SELF-TAPPING STAINLESS STEEL SCREWS TO FIX ALUMINUM SHEETS
-
摘要: 金属屋面系统上存在大量连接铝合金基材的自钻自攻螺钉,在金属屋面风揭破坏案例中有螺钉被拔出的事故。为研究连接铝合金基材的不锈钢复合材质自钻自攻螺钉的抗拉拔性能及计算方法,进行了以钻入方式、基材厚度、螺距、螺钉直径为变量的198个连接试件抗拉拔试验,通过试验结果分析不同因素对抗拉拔承载力的影响。结果显示:连接铝合金基材的自钻自攻螺钉的抗拉拔承载力与基材厚度、螺距、螺钉直径呈正相关;使用手动电钻将螺钉钻入基材时,螺距较小的试件容易受到施工影响导致抗拉拔承载力下降。将得到国内外标准中算式的试验值与计算值进行对比,对连接铝合金基材的自钻自攻螺钉的抗拉拔承载力计算式进行改进,改进后算式得到的计算值与试验值拟合较好。Abstract: Large numbers of self-tapping screws are used to fix aluminum sheets in the metal roofing system where the pull-out accidents of screw connections were reported frequently subjected to the wind uplift loads. In order to study the pull-out characteristics and presented a calculation method of self-tapping stainless steel screws to connect aluminum sheets, tensile tests of 198 connected specimens with different drilling methods, thicknesses of aluminum sheets, pitch and major diameters were conducted. Based on the results, the influences of different factors on the pull-out characteristics of self-tapping screws fixed aluminum sheets. The results indicated that the pull-out bearing capacity increased with the increase of aluminum sheet thickness, pitch and major diameters. The pull-out bearing capacity of specimens for carbon steel screw was better than that for stainless steel screw. The specimens with small pitch was susceptible of construction, which affected the pull-out bearing capacity. The test results were compared with the calculated results from the formulas recommended by codes of home and abroad. The formula for pull-out bearing capacity of self-tapping screws to fix aluminum sheets was modified. The results calculated by the modified formula fitted well with the test results.
-
Key words:
- carbon steel screw /
- self-tapping /
- aluminum sheet /
- pull-out bearing capacity /
- calculating equation
-
罗永峰, 郑祥杰, 郭小农,等. 铝合金屋面结构抗风连接改进及其受力性能分析[J]. 空间结构, 2013, 19(2):57-62. 蔡昭昀. 我国金属屋面工程现状和发展趋势[J]. 中国建筑防水, 2010(22):34-38. 于敬海, 赵彧洋, 蒋智宇,等. 直立锁边金属屋面系统关键连接节点抗拉承载力试验[J]. 建筑科学与工程学报, 2019, 36(1):112-119. 李元齐, 马荣奎, 何慧文. 冷弯薄壁型钢与结构用OSB板自攻螺钉连接性能试验研究[J]. 建筑结构学报, 2014, 35(5):48-56. 李元齐, 帅逸群, 沈祖炎,等. 冷弯薄壁型钢自攻螺钉连接抗拉性能试验研究[J]. 建筑结构学报, 2015, 36(12):143-152. MAYOORAN S, MAHENDREN M. New Pull-Out Capacity Equations for the Design of Screw Fastener Connections in Steel Cladding Systems[J]. Thin-Walled Structures, 2018,122:439-451. 曾滨, 惠存, 韩维池,等. S60框架幕墙系统自攻螺钉抗拉拔性能试验研究和计算方法分析[J]. 工业建筑, 2015, 45(11):176-180. MAHENDRAN M, TANG R B. Pull-Out Strength of Steel Roof and Wall Cladding Systems[J]. Journal of Structure, ASCE, 1998, 124(10):1192-1201. 方文琦. 冷弯薄壁型钢自攻自钻螺钉连接抗剪承载力性能研究[D]. 西安:长安大学, 2010. 中华人民共和国建设部. 冷弯薄壁型钢结构技术规范:GB 50018-2002[S]. 北京:中国计划出版社,2002. 中华人民共和国建设部. 铝合金结构设计规范:GB 50429-2007[S]. 北京:中国计划出版社,2007. The Metal Cladding & Roofing Manufacturers Association. Fasteners for Metal Roof and Wall Cladding:Design, Detailing and Installation Guide[S]. Rogerstone, Newport, Gwent:The Metal Cladding & Roofing Manufacturers Association, 2010. 中华人民共和国国家质量监督检验检疫总局. 紧固件机械性能:自钻自攻螺钉:GB/T 3098.11-2002[S]. 北京:中国标准出版社,2003. 中华人民共和国国家质量监督检验检疫总局. 金属材料拉伸试验第一部分:室温试验方法:GB/T 228.1-2010[S]. 北京:中国标准出版社,2011. American National Standards Institute. Test Standard for Determining the Strength and Deformation Characteristics of Cold-Formed Steel Connection:AISI S905[S].New York:American National Standards Institute,2008. British Standards Institution. Design of Aluminum Structures:Cold Formed Structural Sheeting:BS EN 1999-1-4[S]. London:British Standards Institution, 2007. The Aluminum Association. The Aluminum Design Manual 2010[S]. Arlington, VA:The Aluminum Association, 2010.
点击查看大图
计量
- 文章访问数: 99
- HTML全文浏览量: 9
- PDF下载量: 3
- 被引次数: 0