USE OF COOPER SLAG FOR SURFACE TREATMENT OF SLIP-CRITICAL HIGH-STRENGTH BOLTS

M. Y. Rozhkov, E. Y. Rozhkov
{"title":"USE OF COOPER SLAG FOR SURFACE TREATMENT OF SLIP-CRITICAL HIGH-STRENGTH BOLTS","authors":"M. Y. Rozhkov, E. Y. Rozhkov","doi":"10.37538/2224-9494-2022-4(35)-164-173","DOIUrl":null,"url":null,"abstract":"Introduction. The article discusses the results of testing slip-critical high-strength bolts whose contact surfaces are treated using copper slag having a fraction of 0.5–2.5 mm (this processing method was used directly on the construction site for the installation of roof steel structures covering a concert hall). An additional assessment of the bearing capacity of the samples was carried out factoring in local damage to the friction surfaces detected around bolt holes during installation.Aim. In this work, the actual friction coefficient μ of friction joints was determined when processing contact surfaces using a copper slag of a fraction of 0.5–2.5 mm in order to confirm the design friction coefficient of μ = 0.42.Materials and methods. The manufacturing and testing of samples of friction joints were carried out following company standard 006-97 «High-strength bolts in steel structures of bridges». Each sample comprised a stack of three steel C355 plates having a thickness of 16, 25, and 16 mm (GOST 27772-2015), tightened using a high-strength bolt M27 (10.9) (GOST 52644). The control tests of three groups of samples where contact surfaces were treated differently were carried out: № 1 – factory, № 2 – treatment using copper slag of a fraction of 0.5–2.5 mm, № 3 – treatment using copper slag of a fraction of 0.5–2.5 mm, with an artificial defect created around the bolt hole.Results. On the basis of the obtained test results, it was concluded whether the further treatment of the surface of friction joints using copper slag can be employed directly on the construction site.Conclusions. The treatment of friction surfaces using a copper slag of a fraction of 0.5–2.5 mm offered a friction coefficient μ at or above that of the design value (0.42) (in these specific conditions, even including the identified local defects modeled during testing). Although such treatment remains unregulated by regulatory documents, it is gaining great popularity. Therefore, it is necessary to carry out additional research on the use of copper slag (including various fractions) in order to substantiate the introduction of this method in regulatory documents.","PeriodicalId":169749,"journal":{"name":"Bulletin of Science and Research Center of Construction","volume":"10 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2023-01-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of Science and Research Center of Construction","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.37538/2224-9494-2022-4(35)-164-173","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

Introduction. The article discusses the results of testing slip-critical high-strength bolts whose contact surfaces are treated using copper slag having a fraction of 0.5–2.5 mm (this processing method was used directly on the construction site for the installation of roof steel structures covering a concert hall). An additional assessment of the bearing capacity of the samples was carried out factoring in local damage to the friction surfaces detected around bolt holes during installation.Aim. In this work, the actual friction coefficient μ of friction joints was determined when processing contact surfaces using a copper slag of a fraction of 0.5–2.5 mm in order to confirm the design friction coefficient of μ = 0.42.Materials and methods. The manufacturing and testing of samples of friction joints were carried out following company standard 006-97 «High-strength bolts in steel structures of bridges». Each sample comprised a stack of three steel C355 plates having a thickness of 16, 25, and 16 mm (GOST 27772-2015), tightened using a high-strength bolt M27 (10.9) (GOST 52644). The control tests of three groups of samples where contact surfaces were treated differently were carried out: № 1 – factory, № 2 – treatment using copper slag of a fraction of 0.5–2.5 mm, № 3 – treatment using copper slag of a fraction of 0.5–2.5 mm, with an artificial defect created around the bolt hole.Results. On the basis of the obtained test results, it was concluded whether the further treatment of the surface of friction joints using copper slag can be employed directly on the construction site.Conclusions. The treatment of friction surfaces using a copper slag of a fraction of 0.5–2.5 mm offered a friction coefficient μ at or above that of the design value (0.42) (in these specific conditions, even including the identified local defects modeled during testing). Although such treatment remains unregulated by regulatory documents, it is gaining great popularity. Therefore, it is necessary to carry out additional research on the use of copper slag (including various fractions) in order to substantiate the introduction of this method in regulatory documents.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
利用铜渣对临界滑移高强度螺栓进行表面处理
介绍。本文讨论了采用掺量0.5 ~ 2.5 mm的铜渣处理接触面的临界滑移高强度螺栓的试验结果(该处理方法直接应用于音乐厅屋面钢结构的施工现场安装)。考虑螺栓孔周围摩擦面在安装过程中的局部损伤,对试样的承载能力进行了额外的评估。本文通过测定0.5 ~ 2.5 mm铜渣处理接触面时摩擦接头的实际摩擦系数μ,确定了设计摩擦系数μ = 0.42。材料和方法。摩擦接头样品的制造和测试是按照公司标准006-97《桥梁钢结构高强度螺栓》进行的。每个样品由三块C355钢板堆叠而成,厚度分别为16、25和16毫米(GOST 27772-2015),使用高强度螺栓M27 (10.9) (GOST 52644)紧固。对接触表面处理不同的三组样品进行了对照试验:№1 -工厂,№2 -使用0.5-2.5 mm的铜渣处理,№3 -使用0.5-2.5 mm的铜渣处理,在螺栓孔周围制造人工缺陷。结果。在获得试验结果的基础上,得出了铜渣对摩擦节理表面的进一步处理是否可以直接应用于施工现场的结论。使用0.5-2.5 mm的铜渣处理摩擦表面,摩擦系数μ等于或高于设计值(0.42)(在这些特定条件下,甚至包括在测试过程中建模的识别局部缺陷)。尽管这种治疗方式在规范性文件中仍未得到规范,但它正越来越受欢迎。因此,有必要对铜渣(包括不同馏分)的使用进行进一步的研究,以证实该方法在规范性文件中的引入。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
自引率
0.00%
发文量
0
期刊最新文献
Method of reinforcing defects in field welds of unique buildings and structures Features of a finite-element modeling of a tubular tower for a wind-power unit Half-precast “crossbar-slab-column” frame joint Normal section strength of eccentrically compressed reinforced concrete structures with loop reinforcement joints. Experimental studies Non-parametric data processing in experimental studies of spirally reinforced concrete samples
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1