Anti-Slip Experimental Research on Aluminum-Based Metalized Faying Surfaces of Q690 High Strength Steel with Different Bolt Hole Types
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摘要: 建筑结构采用高强钢能有效减少结构用钢量和安装成本,从而降低建筑结构的碳排放,有利于推动建筑业的高质量发展。高强螺栓摩擦型连接是钢结构中最常用的连接方式之一,其依靠连接板件之间的摩擦力传递荷载,具有刚度高、抗疲劳和抗往复荷载等优点,因此桥梁结构中常常采用此类连接方式。实际工程中,高强螺栓摩擦型连接面临着防腐处理和现场施工装配精度不高的问题。在高强螺栓摩擦型连接表面采用电弧热喷铝喷涂和扩孔的方法可以解决上述问题,因此高强钢的高强螺栓摩擦型连接表面电弧热喷铝和扩孔后的抗滑移性能对该连接的承载能力具有至关重要的影响。为研究不同孔型的Q690高强钢电弧热喷铝表面高强螺栓摩擦型连接抗滑移性能,进行了抗滑移试验与预紧力损失试验。试验考虑了表面喷砂与喷砂后电弧热喷铝两种处理方式,其中电弧热喷铝试验包括了标准孔、大圆孔、长向平行荷载的长槽孔和长向垂直荷载的长槽孔四种不同孔型,而喷砂对照组试验仅包含标准孔。试件在达到滑移荷载时发生破坏并伴随显著的滑移,喷砂表面抗滑移试件的破坏形式为孔周磨损,电弧热喷铝表面抗滑移试件的破坏形式为孔周涂层磨损和剥离。试验结果表明:Q690高强钢喷砂表面抗滑移系数可取0.50,电弧热喷铝表面可取0.60,电弧热喷铝表面具有良好的抗滑移性能,承载力高、性能稳定;电弧热喷铝各孔型试件100 h预紧力损失量为1.9%~2.9%;电弧热喷铝表面的大圆孔、长向平行荷载和长向垂直荷载长槽孔的孔型系数平均值分别为0.98、0.89和0.82,最小值为0.93、0.83和0.77,均大于现行规范取值,规范计算结果偏于安全。Abstract: The application of high strength steels (HSS) in building structures can effectively reduce the consumption of structural steel and erection cost, lower the carbon footprints of building structures, and promote the high-quality development of the construction industry. As one of the most commonly used connection types in steel structures, the slip critical connection transfers the load through the friction forces between the faying surfaces of the connected plates, and is characterized by high rigidity and excellent performances against fatigue and vibrational loadings. So the slip critical connection is commonly used in bridges. In real projects, HSS slip critical connection faces the corrosion problems and low assembly accuracy in site construction. These problems can be solved by thermal spay of aluminum on connecting surfaces and hole reaming. Therefore, the anti-slip performance of HSS slip critical connections after thermal spay of aluminum and reaming has a crucial influence on the shear capacity of the connections. To investigate the anti-slip performance of aluminum-based metalized faying surfaces with high strength bolts of Q690 HSS with different bolt hole types, standard tests and pretension loss tests were carried out. Specimen surfaces were prepared by grit blasting and thermal spray of aluminum after grit blasting. Four bolt hole types were considered for metalized faying surface specimens, including standard holes, oversized holes, long slotted holes perpendicular and parallel to the loading direction, while only the standard hole was considered in the grit blasted group. When the specimens reached the slip load, failure occurred and significant slip was observed. The failure mode of the anti-slip specimens after grit blasting was the surface abrasion around bolt holes, while the failure modes of the anti-slip specimens after thermal spray of aluminum were the abrasion and peeling of coating around bolt holes. Test results indicated that the recommended values of anti-slip coefficient for Q690 HSS grit blasted and metalized faying surfaces connections were 0.50 and 0.60, respectively, and metalized faying surfaces specimens showed excellent slip resistant performance with high resistance and stable behavior; the loss of pretension at 100 h of metalized faying surfaces connections varied from 1.9% to 2.9%; the mean shape factors of Q690 HSS aluminum-based metalized surfaces connections with oversized holes, long slotted holes perpendicular and parallel to the loading direction were 0.98, 0.89 and 0.82, and the minimum shape factors were 0.93, 0.83 and 0.77, respectively, all higher than the specified values in current codes, and designs based on codes specified values got conservative results.
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[1] 李国强, 王彦博, 陈素文, 等. 高强度结构钢研究现状及其在 抗震设防区应用问题[J]. 建筑结构学报, 2013, 34(1):1-13. [2] 周燕, 雷宏刚, 李铁英. 摩擦型高强度螺栓抗剪连接研究进 展及评述[J]. 建筑结构, 2019, 49(14):62-68,95. [3] 王彦博, 陈坤, 李国强. 超500 MPa 级高强钢抛丸及抛丸后生 赤锈表面抗滑移系数试验研究[J]. 建筑结构学报, 2018, 39 (7):162-168. [4] Wang Y B, Wang Y Z, Chen K, et al. Slip factor of high strength steel with inorganic zinc-rich coating[J/OL]. Thin-Walled Structures, 2020, 148[2020-01-09]. https://www.sciencedirect.com/science/article/pii/S026382311931225X. [5] Cruz A, Simões R, Alves R. Slip factor in slip resistant joints with high strength steel[J]. Journal of Constructional Steel Research, 2012, 70:280-288. [6] 陈玉峰. 高强度钢材焊缝及螺栓连接的受力性能和设计方法 研究[D]. 北京:清华大学, 2018. [7] Annan C D, Chiza A. Characterization of slip resistance of high strength bolted connections with zinc-based metallized faying surfaces[J]. Engineering Structures, 2013, 56:2187-2196. [8] Annan C D, Chiza A. Slip resistance of metalized-galvanized faying surfaces in steel bridge construction[J]. Journal of Constructional Steel Research, 2014, 95:211-219. [9] Kulak G L, Fisher J W, Struik J H A. Guide to design criteria for bolted and riveted joints[M]. Chicago:Research Council on Structural Connections, 2001. [10] 彭铁红, 侯兆新, 文双玲,等. 螺栓孔径与孔型对高强度螺栓 摩擦型连接承载能力影响的试验[J]. 钢结构, 2007, 22(8):30-34. [11] 中华人民共和国住房和城乡建设部. 钢结构高强度螺栓连接 技术规程:JGJ 82-2011[S]. 北京:中国建筑工业出版 社, 2011. [12] 中华人民共和国国家质量监督检验检疫总局. 涂覆涂料前钢 材表面处理:表面清洁度的目视评定:GB/T 8923. 1-2011[S]. 北京:中国标准出版社, 2012. [13] 中华人民共和国铁道部. 铁路钢桥保护涂装及涂料供货技术 条件:TB/T 1527-2011[S]. 北京:中国铁道出版社, 2011. [14] 中华人民共和国国家质量监督检验检疫总局. 热喷涂 金属和 其他无机覆盖层 锌、铝及其合金:GB/T 9793-2012[S]. 北 京:中国标准出版社, 2012. [15] 陈学森, 施刚, 陈玉峰. 高强钢螺栓连接电弧热喷铝接触面抗 滑移系数试验研究[J]. 建筑结构, 2021, 51(13):87-92. [16] 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1 部分:室温试验方法. GB/T 228. 1-2021[S]. 北 京:中国标准出版社, 2021. [17] 中华人民共和国住房和城乡建设部. 钢结构工程施工质量验 收规范:GB 50205-2020[S]. 北京:中国标准出版社, 2020. [18] 中华人民共和国国家质量监督检验检疫总局. 钢板栓接面抗 滑移系数的测定:GB/T 34478-2017[S]. 北京:中国标准出 版社, 2017. [19] 中华人民共和国住房和城乡建设部. 高强钢结构设计标准:JGJ/T 483-2020[S]. 北京:中国建筑工业出版社, 2020. [20] 余雷,吴典含,王辉,等. 不锈钢高强度螺栓连接预紧力松弛试 验研究[J/OL]. 工业建筑,2024,54[2024-05-15]. http://kns.cnki.net/kcms/detail/11.2068.TU.20230413.1510.002.html. [21] Heistermann C. Behaviour of pretensioned bolts in friction connections:towards the use of higher strength steels in wind towers[D]. Accra:University of Ghana Business School, 2011. [22] Heistermann C, Veljkovic M, Simões R, et al. Design of slip resistant lap joints with long open slotted holes[J]. Journal of Constructional Steel Research, 2013, 82:223-233. [23] American Institute of Steel Construction. Specification for structural steel buildings:ANSI/AISC 360-16[S]. Chicago:AISC, 2016. [24] European Committee for Standardization. Eurocode 3:Design of steel structures:part 1-8:design of joints:EN1993-1-8[S]. Brussels:CEN,2005. [25] 中华人民共和国住房和城乡建设部. 钢结构设计标准:GB 50017-2017[S]. 北京:中国建筑工业出版社, 2018.
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