腐蚀后摩擦型耐候高强度螺栓连接抗滑移系数试验研究

兰涛; 李泽旭; 张博雅; 高睿祥; 尤勇

doi:10.13204/j.gyjzG23080410

腐蚀后摩擦型耐候高强度螺栓连接抗滑移系数试验研究

doi: 10.13204/j.gyjzG23080410

兰涛^1,3,
李泽旭^1, ,,
张博雅²,
高睿祥¹,
尤勇³

1. 中国船舶集团国际工程有限公司, 北京 100121;
2. 四川省建筑设计研究院有限公司, 成都 610041;
3. 西南交通大学土木工程学院, 成都 610031

基金项目:

十四五国家重点研发计划项目（2022YFB3706400）；中国船舶集团国际工程有限公司科技创新与研发项目（20MT01J）。

详细信息

作者简介:
兰涛,男,1976年出生,博士,研究员。

通讯作者:
李泽旭,lizexu@csic602.com.cn。

计量
- 文章访问数: 75
- HTML全文浏览量: 48
- PDF下载量: 5
- 被引次数: 0
出版历程
- 收稿日期: 2023-08-04
- 网络出版日期: 2023-11-08

Experimental Research on Slip Factors of Corroded Slip-Critical Weathering High-Strength Bolted Connections

LAN Tao^1,3,
LI Zexu^{1
, ,},
ZHANG Boya²,
GAO Ruixiang¹,
YOU Yong³

1. CSSC International Engineering Co., Ltd., Beijing 100121, China;
2. Sichuan Provincial Architectural Design and Research Institute Co., Ltd., Chengdu 610041, China;
3. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China

摘要

摘要: 为研究腐蚀对耐候高强度螺栓抗滑移系数的影响规律，作者对经过喷砂和人工钢丝刷清理的23个高强度螺栓组成的连接试件进行了不同腐蚀时间下的抗滑移系数试验，包含10个由Q355GNH耐候钢和NHL10耐候高强度螺栓组成的连接试件，10个由Q355B普通钢和NHL10耐候高强度螺栓组成的连接试件，3个由Q355GNH耐候钢和ML20MnTiB普通高强度螺栓组成的连接试件，研究了不同表面处理方式、不同材质对耐候高强度螺栓连接抗滑移系数的影响。试验结果表明：表面处理方式对试件连接钢板的腐蚀率和腐蚀速度没有明显的影响；经喷砂处理的耐候高强度螺栓连接试件承载力高，抗滑移系数更加稳定；对于耐候钢板-普通高强度螺栓连接试件，由于腐蚀电位差的存在，耐候钢板腐蚀速度趋于稳定的时间被延长；在相同腐蚀时间下，耐候钢板-耐候高强度螺栓连接试件的抗滑移系数受腐蚀影响更小，更适用于严峻的腐蚀环境。
- 耐候钢 /
- 耐候高强度螺栓 /
- 连接试件 /
- 盐雾腐蚀试验 /
- 抗滑移系数
Abstract: To study the effect of corrosion on the slip factors of weathering high-strength bolts, the slip factor tests under different corrosion times were conducted on 23 high-strength bolted connecting specimens cleaned by sandblasting and manual cleaning. The test includes 10 specimens composed of Q355GNH weathering steel and NHL10 weathering high-strength bolts, 10 specimens composed of Q355B ordinary steel and NHL10 weathering high-strength bolts, and 3 specimens composed of Q355GNH weathering steel and ML20MnTiB ordinary high-strength bolts. The effects of different surface treatments and materials on the slip factors of weathering high-strength bolted connections were studied. The test results showed that the surface treatment had no noticeable effect on the corrosion rate and speed of the steel plates; the bearing capacity of the weathering high-strength bolted connecting specimens after sandblasting was higher, and the slip factors were more stable; for the connecting specimens composed of weathering steel plates and ordinary high-strength bolts, due to the existence of corrosion potential difference, the time for the corrosion rate of weathering steel plates to stabilize was prolonged; at the same corrosion time, the slip factors of the specimens composed weathering steel plate and weathering high-strength bolts were less affected by corrosion, so the specimens would be more suitable for severe corrosion environments.
- weathering steel /
- weathering high-strength bolt /
- connecting specimens /
- salt spray corrosion test /
- slip factor

HTML全文

参考文献(13)

[1]	石永久. 中美建筑钢结构设计方法比较:螺栓连接[J].钢结构(中英文),2020,35(8):33-56.
[2]	DE WOLF J T, YANG J. Relaxation of high-strength bolted connections with galvanized steel[R]. Rocky Hill:University of Connecticut, 1998.
[3]	AHN J H, LEE J M, CHEUNG J H, et al. Clamping force loss of high-strength bolts as a result of bolt head corrosion damage:experimental research A[J]. Engineering Failure Analysis, 2016, 59:509-525.
[4]	郭静,单建,宋九祥. 钢板接合面间隙对摩擦型高强度螺栓的影响[J]. 工业建筑,2005(增刊1):362-365.
[5]	王彦博. 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.
[6]	陶晓燕,史志强,韩继跃,等. 耐候钢桥的高强度螺栓连接试验研究[J]. 钢结构,2018,33(1):105-108.
[7]	杜富强,刘晓刚,郑云,等.高强耐蚀钢螺栓连接摩擦面抗滑移系数试验研究[J].钢结构,2018,33(10):126-130.
[8]	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/T 50205-2020[S]. 北京:中国建筑工业出版社,2020.
[9]	中华人民共和国质量监督检验检疫总局. 人造气氛锈蚀试验盐雾试验:GB/T 10125-2012[S]. 北京:中国标准出版社,2013.
[10]	橋本国太郎,築地貴裕,杉浦邦征.腐食劣化した高力ボルト摩擦接合継手の残存耐力に関する研[J].土木学会論文集A1(構造地震工学), 2013(2):159-173.
[11]	中华人民共和国质量监督检验检疫总局. 金属和合金的腐蚀腐蚀试样上腐蚀产物的清除:GB/T 16545-2015[S]. 北京:中国建筑工业出版社,2015.
[12]	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.
[13]	British Standard Institution. Design of steel structures-Part 1.8:Design of joints:BS EN 1993-1-8:2005[S].London:BSI, 2005.