Experimental Research on Mechanical Properties and Tightening Methods of Stainless Steel High-Strength Bolts
-
摘要: 目前,国内外有关不锈钢高强度螺栓的研究较少,且螺栓产品规格缺乏统一标准。为研究不锈钢高强度螺栓的机械性能与施拧方法,对两种新型10.9级不锈钢高强度螺栓开展了实物拉伸试验、硬度试验及紧固性能试验,获得了螺栓的抗拉强度、硬度等重要指标,确定了不锈钢高强度螺栓的预紧力与施拧工艺。结果表明:两种不锈钢高强度螺栓均满足10.9级高强度螺栓机械性能的要求;不锈钢螺栓在紧固过程中会发生咬死现象,润滑剂Molykote D-321R对不锈钢螺栓咬死的减摩润滑效果最好,可使不锈钢高强度螺栓的扭矩系数降低至钢结构用高强度螺栓扭矩系数的限值;对于扭矩法与转角法两种施加螺栓预紧力的方法,扭矩法得到的螺栓预紧力一致性更高;并提出了不锈钢高强度螺栓施工预紧力的要求,进而给出了其施工扭矩,为工程应用提供参考。Abstract: There are few researches on stainless steel high strength bolts worldwide, and there is a lack of uniform standards for bolt product specifications. In order to study the mechanical properties and tightening methods of stainless steel high strength bolts, physical tensile tests, hardness tests and tightening tests were carried out on two kinds of 10.9 grade stainless steel high-strength bolts. The tensile strength and hardness were obtained. The preload and tightening process were determined. The results showed that the two kinds of stainless steel high-strength bolts met the requirements of mechanical properties of grade 10.9 high-strength bolts. The thread galling of stainless steel bolts occurred during the tightening process. The lubricant Molykote D-321R had the best friction reduction effect on the galling and could reduce the torque coefficient of stainless steel high-strength bolts to the limit of torque coefficients of the high-strength bolts for steel structures. For the two methods of applying bolt preload, the torque method and the rotation angle method, the bolt preload obtained by the torque method was more consistent. The requirements for the construction preload of stainless steel high-strength bolts were proposed, and the construction torque was given to provide a reference for engineering application.
-
Key words:
- stainless steel /
- high-strength bolt /
- mechanical properties /
- galling /
- torque coefficient /
- rotation angle method
-
[1] 王元清, 袁焕鑫, 石永久, 等. 不锈钢结构的应用和研究现状[J]. 钢结构, 2010, 25(2):1-12. [2] BADDOO N R, BURGAN B A. Structural design of stainless steel[M]. London:Steel Construction Institute, 2001. [3] 中国工程建设标准化协会. 不锈钢结构技术规程:CECS 410-2105[S]. 北京:中国标准出版社, 2015. [4] European Committee for Standardization.Eurocode 3:Design of steel structures-Part 1.4:General rules-supplementary rules for stainless steels:EN 1993-1-4:2006/A1:2015[S]. Brussels:European Committee for Standardization(CEN), 2006. [5] American Society of Civil Engineers.Specification for the design of cold-formed stainless steel structural members:SEI/ASCE-8-02[S]. Reston, Virginia:American Society of Civil Engineers, 2002. [6] Standards Australia. Cold-formed stainless steel structures:AS/NZS 4673:2001[S]. Sydney:Australian/New Zealand-Standard, Standards Australia, 2001. [7] 中国国家标准化管理委员会. 紧固件机械性能不锈钢螺栓、螺钉和螺柱:GB/T 3098.6-2014[S]. 北京:中国标准出版社, 2014. [8] ステンレス構造建築協会. ステンレス建築構造設計基準·同解説[S]. 2版. 東京:技報堂出版社, 2001. [9] 王元清, 关建, 张勇, 等. 不锈钢构件螺栓连接摩擦面抗滑移系数试验[J]. 沈阳建筑大学学报(自然科学版), 2013(5):769-774. [10] 王元清, 杨璐, 关建, 等. 不锈钢螺栓应变松弛的长时间试验监测[J]. 沈阳建筑大学学报(自然科学版), 2015(2):201-208. [11] AFZALI N, PILHAGEN J, MANNINEN T, et al. Preload losses in stainless steel bolting assemblies[J]. Steel Construction, 2017, 10(4):310-318.DOI: 10.1002/stco.201710041. [12] AFZALI N, STRANGHöNER N, PILHAGEN J, et al. Viscoplastic deformation behaviour of preloaded stainless steel connections[J]. Journal of Constructional Steel Research, 2019, 152:225-234. [13] TENDO M, YAMADA K, SHIMURA Y. Stress relaxation behavior at high-tension bolted connections of stainless-steel plates[J]. Journal of Engineering Materials and Technology, 2001, 123(2):198-202. [14] STRANGHöNER N, JUNGBLUTH D, ABRAHAM C, et al. Tightening behaviour of preloaded stainless steel bolting assemblies[J]. Steel Construction, 2017, 10(4):319-332.DOI: 10.1002/stco.201710038. [15] 魏培欣, 许一源, 郑云昊, 等. 不锈钢螺纹连接咬死机理及预防措施研究[J]. 机械科学与技术, 2018, 37(7):1120-1124. [16] 钱学宁, 鄢家洪, 高大伟, 等. 不锈钢紧固件咬死现象的工艺分析及改善措施[J]. 机械工程师, 2015(7):175-176. [17] 李文顶, 孔鸣杰, 江文达. 不锈钢螺纹联接副损伤及咬死现象分析与解决措施[J]. 机电工程技术, 2013(1):97-99. [18] ZHENG B F, WANG J C, GU Y Y, et al. Experimental study on stainless steel high-strength bolted slip-resistant connections[J]. Engineering Structures, 2021, 231.DOI: 10.1016/j.engstruct.2020.111778. [19] 王嘉昌, 郑宝锋, 舒赣平, 等. 不锈钢高强度螺栓受力性能试验研究[J]. 建筑结构学报, 2021, 42(11):195-202. [20] 中国国家标准化管理委员会. 紧固件机械性能螺栓、螺钉和螺柱:GB/T 3098.1-2010[S]. 北京:中国标准出版社, 2010. [21] 中国国家标准化管理委员会. 钢结构用高强度大六角头螺栓、大六角螺母、垫圈技术条件:GB/T 1231-2006[S]. 北京:中国标准出版社, 2006. [22] 中国国家标准化管理委员会.不锈钢和耐热钢牌号及化学成分:GB/T 20878-2007[S]. 北京:中国标准出版社, 2007. [23] 中华人民共和国工业和信息化部. 氮碳氧复合处理(QPQ)技术要求:JB/T 13023-2017[S]. 北京:中国标准出版社, 2017. [24] 蔡伟. 45钢和304不锈钢QPQ复合处理研究[D]. 常州:常州大学, 2012. [25] 李端, 王蓓, 吴頔, 等. 05Cr17Ni4Cu4Nb材料表面QPQ处理工艺的研究[J]. 材料保护, 2021, 54(6):128-130. [26] 中国国家标准化管理委员会. 钢结构用高强度大六角螺栓:GB/T 1228-2006[S]. 北京:中国标准出版社, 2006. [27] 中国国家标准化管理委员会. 钢结构用高强度大六角螺母:GB/T 1229-2006[S]. 北京:中国标准出版社, 2006. [28] 中国国家标准化管理委员会.钢结构用高强度垫圈:GB/T 1230-2006[S]. 北京:中国标准出版社, 2006. [29] 王小川. 基于DIC冻融循环作用下泥质白云岩损伤破坏机制分析[D]. 贵阳:贵州大学, 2017. [30] iMETRUM. Video gauge-how it works[EB/OL].[2020-01-02]. https://www.imetrum.com/video-gauge/how-it-works/. [31] 中国国家标准化管理委员会. 金属材料洛氏硬度试验第一部分:试验方法:GB/T 230.1-2018[S]. 北京:中国标准出版社, 2018. [32] 中国国家标准化管理委员会. 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. [33] 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. [34] 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:中国标准出版社, 2011.
点击查看大图
计量
- 文章访问数: 183
- HTML全文浏览量: 27
- PDF下载量: 2
- 被引次数: 0