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耐候钢高强度螺栓在中俄边境黑河大桥上的应用 被引量:6

Application of High Strength Bolts of Weathering Steel in Heihe Bridge on Sino Russian Border
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摘要 中俄边境黑河大桥是"一带一路"交通互联互通建设重要工程,桥梁栓接构件采用由中铁山桥集团有限公司生产的10.9S级耐候钢高强度螺栓NHL10。其检测结果表明:NHL10的耐候指数大于6.5,螺栓的力学性能、连接性能均满足10.9S级高强度螺栓及黑河桥技术条件要求,螺栓副的扭矩系数随温度变化不明显,抗滑移系数大于0.55。在Walpole酸性溶液中0.8倍缺口拉伸强度加载条件下试样保持100 h不发生断裂,在模拟工业大气环境条件下,耐候性能达到了普通高强度螺栓的1.5倍以上,与非耐候钢高强度螺栓相比,具有优异的耐大气腐蚀性能和抗延迟断裂性能,可大大减少螺栓断裂的风险,提高桥梁的安全性。 Heihe Bridge on the Sino Russian Border is an important project of "the Belt and Road" transportation interconnection. The 10.9 S high strength bolt NHL10 of weathering steel produced by China Railway ShanhaiguanBridge Group Co. Ltd. is used in the bolted components of bridges. The test results of high strength bolt NHL10 ofweathering steel for Heihe Bridge show that the weather resistance index is greater than 6.5. The mechanical propertiesand connection properties of NHL10 meet the technical requirements of 10.9 S high strength bolts and Heihe Bridge. Thetorque coefficient of the bolt pair is not significantly influenced by the change of temperature. The slip coefficient isgreater than 0.55. In Walpole acid solution,the sample was maintained for 100 h without fracture under the loadingcondition of 0.8 times notched tensile strength. Under the condition of simulated industrial atmosphere,the weatherperformance reaches 1.5 times of the normal high strength bolt. Compared with non-weathering steel high strength bolt,NHL10 has excellent atmospheric corrosion resistance and delayed fracture resistance. It can greatly reduce theoccurrence of bolt fracture and improve the safety of bridges.
作者 顾晓勇 魏云祥 刘洪武 刘浩然 于强 王青峰 GU Xiaoyong;WEI Yunxiang;LIU Hongwu;LIU Haoran;YU Qiang;WANG Qingfeng(China Railway Shanhaiguan Bridge Group Co.Ltd.,Qinhuangdao Hebei 066200,China;State Key Laboratory of Metastable Materials Science and Technology,Yanshan University,Qinhuangdao Hebei 066004,China)
出处 《铁道建筑》 北大核心 2019年第11期51-54,62,共5页 Railway Engineering
基金 国家重点研发计划(2017YFB0304800,2017YFB0304802,2017YFB0304804)
关键词 公路桥梁 高强度螺栓 试验研究 耐候钢 延迟断裂 highway bridge high strength bolt experimental research weathering steel delayed fracture
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  • 1潘东发,李军堂.南京大胜关长江大桥钢梁安装方案研究[J].桥梁建设,2007,37(3):5-8. 被引量:23
  • 2..无涂装耐候性桥梁设计施工要领[S].建设省土木研究所,1993:1-32..
  • 3钢材俱乐部.耐候性钢在桥梁中的应用[R].,2000.1-6.
  • 4鹰羽新二 等.奈半利川桥梁的制作[J].技报matsuo,2001,(41):56-61.
  • 5日本桥梁建设协会.防锈防腐特集[J].虹桥,2000,(63):20-69.
  • 6中华人民共和国国家质量监督检验检疫总局,中国国家标准化管理委员会.GB/T1231-2006钢结构用高强度大六角头螺栓、大六角螺母、垫圈技术条件[S].北京:中国标准出版社.2006.
  • 7张洪玉.高强度螺栓试验研究及施拧质量控制[R].武汉:中铁大桥局集团桥梁科学研究院,2006.
  • 8GB/T1231-2006钢结构用高强度大六角头螺栓、大六角头螺母、垫圈技术条件[S].
  • 9TB10212--2009,铁路钢桥制造规范[S].
  • 10Texas Department of Transportation. Performance of Weathering Steel in TxDOT Bridges[R]. 2000.

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