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带波纹盖板的高效螺栓连接抗滑移系数影响因素试验研究

陈振明 马琳 高飞 王综轶

建筑钢结构进展2025,Vol.27Issue(10):32-40,9.
建筑钢结构进展2025,Vol.27Issue(10):32-40,9.DOI:10.13969/j.jzgjgjz.20240516001

带波纹盖板的高效螺栓连接抗滑移系数影响因素试验研究

Experimental Study on the Factors Affecting the Anti-slip Coefficient of Efficient Bolted Connections with Corrugated Cover Plates

陈振明 1马琳 2高飞 2王综轶2

作者信息

  • 1. 中建钢构股份有限公司,广东 深圳 518118||华中科技大学 土木与水利工程学院,武汉 430074
  • 2. 华中科技大学 土木与水利工程学院,武汉 430074
  • 折叠

摘要

Abstract

In order to improve the connection efficiency of slip-critical high-strength bolt connections,an efficient bolt connection form by combining hard metal corrugated plate with soft metal is proposed,which can significantly improve the anti-slip coefficient of bolted connection through the furrow effect and adhesion effect between contact surfaces.Using a combination of theoretical and experimental research methods,the mechanism and influencing factors of efficient bolted connection form were clarified.A total of 27 anti-slip coefficient tests and 4 surface hardness tests were designed and carried out to investigate the influence of different surface treatments and hole types on the anti-slip coefficient of bolted connection,and the results were compared with the theoretical analysis results.The test results show that the hardness ratio of hard metal and soft metal is an important factor affecting the anti-slip coefficient and the use of non-standard holes will reduce the anti-slip coefficient.The proposed efficient connection form can achieve an anti-slip coefficient value of up to 0.89,which can significantly improve the anti-slip coefficient of high-strength friction-type bolt connection,and greatly improve the efficiency of the connection of individual bolts.

关键词

波纹盖板/高效螺栓连接/表面硬度/接触面处理方式/犁沟效应/黏着效应/抗滑移系数

Key words

corrugated cover plate/efficient bolt connection/surface hardness/contact surface treatment/furrow effect/adhesion effect/anti-slip coefficient

分类

建筑与水利

引用本文复制引用

陈振明,马琳,高飞,王综轶..带波纹盖板的高效螺栓连接抗滑移系数影响因素试验研究[J].建筑钢结构进展,2025,27(10):32-40,9.

基金项目

十四五国家重点研发计划(2023YFC3806603),国家自然科学基金(52478176),中国建筑科创平台课题(CSCEC-PT-004-2022-KT-1.1、CSCEC-PT-004-2022-KT-3.1) (2023YFC3806603)

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