Experimental Research on Weathering Steel Deviation Angle Towers Under Static Loads

ZHANG Jinfeng; ZHANG Tianzhong; YANG Jin; CHEN Lei; ZHANG Lu

doi:10.13204/j.gyjzG20041009

Volume 52 Issue 3

Jul. 2022

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2022 > 52(3): 146-149,190

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ZHANG Jinfeng, ZHANG Tianzhong, YANG Jin, CHEN Lei, ZHANG Lu. Experimental Research on Weathering Steel Deviation Angle Towers Under Static Loads[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(3): 146-149,190. doi: 10.13204/j.gyjzG20041009

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Experimental Research on Weathering Steel Deviation Angle Towers Under Static Loads

doi: 10.13204/j.gyjzG20041009

1. State Grid Anhui Electric Power Co., Ltd., Hefei 230011, China;
2. Anhui Huadian Engineering Consulting & Design Co., Ltd., Hefei 230022, China;
3. Hefei Innovation Research Institute of Beihang University, Hefei 230012, China;
4. School of Mechanical Engineering, Southwest Jiaotong University, Chengdu 610031, China

Received Date: 2020-04-10

Abstract

Abstract

Taking a SJ2-18 deviation angle tower with 220 kV voltage level designed by a design company in Anhui as an example, the research on full-scale test of the tower was carried out to verify the safety of weather-resistant cold-formed steel applied to deviation angle towers. The SJ2-18 deviation angle tower made of weather-resistant cold-formed steel passed the 100% design load test under 8 working conditions. The shear failure of the connecting bolts between the SJ2-18 leg and the SJ2-18 foot occurred when the load reached 140%. The test results showed that the structure design of the SJ2-18 deviation angle tower was reasonable, with safe and reliable strength which could meet the requirements of DL/T 5154-2012. The research results could provide an experimental basis for the application of weather-resistant cold-formed steel deviation angle towers, and provide technical support for the promotion of weather-resistant cold-formed steel deviation angle towers.
- deviation angle tower,
- full-scale test,
- weathering and cold-formed steel,
- displacement,
- strain

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References(12)

References

[1]	陈城,许海源,王晨,等.500 kV输电塔线体系强风荷载倒塌分析[J].工业建筑,2019,49(12):36-41.
[2]	王凌旭,姚瑶,张有佳,等.不同覆冰状态下输电塔线体系脱冰及断线受力分析[J].工业建筑,2019,49(12):7-12.
[3]	TIAN L,FU Z Y,PAN H Y,et al.Experimental and numerical study on the collapse failure of long-span transmission tower-line systems subjected to extremely severe earthquakes[J].Earthquake and Structures,2019,16(5):513-522.
[4]	YANG F L,HAN J K,YANG J B,et al.Study on the application of weathering and cold-formed steel in transmission tower[C]//2009 Asia-Pacific Power and Energy Engineering Conference.2019:1-4.
[5]	杨风利,韩军科,杨靖波,等.输电铁塔用耐候钢节点耐腐蚀性能试验研究[J].电力建设,2008(9):23-28.
[6]	李正,冯卫民,赵金飞,等.耐候冷弯型钢在220 kV输电线路中的应用[J].电力建设,2010,31(7):101-104.
[7]	韩军科,杨风利,赵金飞,等.耐候冷弯型钢输电铁塔真型试验研究[J].工业建筑,2016,46(8):1-6.
[8]	YAO Y,WANG L X,ZHANG Y J.Stability and reinforcement analysis of weathering steel high voltage transmission tower[C]//IOP.Materials Science and Engineering.2019:1-8.
[9]	中华人民共和国住房和城乡建设部.110 kV-750 kV架空输电线路设计规范:GB 50545-2010[S].北京:中国计划出版社,2010.
[10]	中华人民共和国国家能源局.架空输电线路杆塔结构设计技术规定:DL/T 5154-2012[S].北京:中国计划出版社,2012.
[11]	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.
[12]	中华人民共和国建设部.冷弯薄壁型钢结构技术规范:GB 50018-2002[S].北京:中国计划出版社,2002.

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