高强铝合金结构在输变电工程中的应用与发展研究
PDF下载 (185)徐剑佩,吴 将,郭 勇,单双波.高强铝合金结构在输变电工程中的应用与发展研究[J].宁波大学学报(理工版),2021,34(5):67-73.DOI:
XU Jianpei,WU Jiang,GUO Yong,SHAN Shuangbo.Application and development of high strength aluminum alloy structure in power transmission and transformation engineering[J].Journal of Ningbo University(Natural Science & Engineering Edition),2021,34(5):67-73.DOI:
| Title: | Application and development of high strength aluminum alloy structure in power transmission and transformation engineering |
| 作者: | 徐剑佩, 吴 将, 郭 勇, 单双波 |
| Author(s): | XU Jianpei, WU Jiang, GUO Yong, SHAN Shuangbo |
| 关键词: | 高强铝合金; 输变电工程; 应用 |
| Keywords: | high strength aluminium alloy structure; power transmission and transformation project; application |
| 分类号: | TM203 |
| 文献标识码: | A |
| 摘要: | 高强铝合金结构在国外输变电工程中的应用已经十分广泛, 但是在国内通常用于活荷载小的大跨度屋面结构和人行天桥等, 在输变电工程中的应用基本处于空白状态. 高强铝合金材料重量轻, 强度高, 耐腐蚀性优异, 生产安装便利, 可回收性高, 在输变电工程中具有极大的应用空间和潜力. 本文从输变电工程背景出发, 结合高强铝合金材料的物理和力学性能, 分析国内外工程案例和研究现状, 给出了高强铝合金结构在输变电工程中应用可能存在的问题和建议. |
| Abstract: | High strength aluminum structures are widely used in foreign electric transmission towers and substations. However, domestically they are mainly used in long-span roof structures and footbridges of small live loads. Hence, the application of aluminum structures in domestic transmission towers and substations requires further development. High-strength aluminum material features light weight, high strength, good corrosion resistance and high recycling value. It is also a simple process in terms of manufacturing and construction. This paper conducts a survey of some typical engineering projects and studies the advantages of applying the aluminium structures in these projects with consideration of the physical and mechanical properties of the aluminium alloy. Base on the results, some suggestions are made for the further investigation and application of aluminum structures in the electric transmission towers and substations. |
| 参考文献 /References: | [1] 臧亦天. 铝合金输电塔结构选型与抗风失效机理研究[D]. 哈尔滨工业大学, 2018. [2] European Committee for Standardization (CEN). Eurocode 9: Design of aluminium structures - Part 1-1?: General structural rules[S]. [3] GB50429-2007. 铝合金结构设计规范[S]. [4] 胡晓光, 王中兴, 王元清, 等. 铝合金在输电塔与抢修塔中的应用与研究进展[J]. 工业建筑, 2015(S1):1625- 1630. [5] Sellers A H, Williams J E. All-aluminum transmission tower line[J]. Electrical Engineering, 1961, 80(3):702- 706. [6] 陆赐麟. 铝合金结构及其在苏联的发展概况[J]. 钢结构, 1990(1):52-60. [7] Hu X G, Lin Y H, Cui Z J, et al. Application prospect of high strength aluminum alloy in transmission tower[J]. Journal of Physics, 2020, 1649:012043. [8] 夏军. 铝合金塔架倒塌原因浅析[J]. 建筑结构, 1996 (9):56-58. [9] 董震. 关于铝合金通信塔的设计及试点工程介绍[J]. 特种结构, 2012, 29(4):81-86. [10] 刘正响. “LQG型铝合金抢修杆塔”技术鉴定会在陕西省汉中市召开[J]. 高电压技术, 1989(1):29. [11] 王衍林. 铝合金门形格构式抢修塔的结构设计与试验[J]. 电力建设, 1999, 12:30-33. [12] 于景岳, 颜炳辉, 蒋磊. THQXT-24型铝合金抢修塔在淄博电网中的应用及组立工艺[C]. 中国城市供电学术年会, 泰安, 2006. [13] Jonathan D M. Aluminum substation structures[J]. Electrical Transmission Line and Substation Structures, 2007, 62:137-148. [14] 沈祖炎, 郭小农, 李元齐. 铝合金结构研究现状简述[J]. 建筑结构学报, 2007, 28(6):100-109. [15] The Aluminum Association. Aluminum design manual [R]. 2015. [16] CSA Group. Strength design in aluminum/commentary on CSA S157-17, strength design in aluminum[R]. 2018. [17] Standard A Z. Aluminum structures Part 1: Limit state design[R]. 1994. [18] Lai Y F W, Nethercot D A. Design of aluminium columns[J]. Engineering Structures, 1992, 14(3):188-194. [19] Langseth M, Hopperstad O S. Local buckling of square thin-walled aluminium extrusions[J]. Thin-Walled Structures, 1997, 27(1):117-126. [20] Landolfo R, Mazzolani F M. Different approaches in the design of slender aluminium alloy sections[J]. Thin- Walled Structures, 1997, 27(1):85-102. [21] Hopperstad O S, Langseth M, Tryland T. Ultimate strength of aluminium alloy outstands in compression: Experiments and simplified analysis[J]. Thin-Walled Structures, 1999, 34(4):279-294. [22] Rasmussen K J R, Rondal J. Strength curves for aluminium alloy columns[J]. Engineering Structures, 2000, 22(11):1505-1517. [23] Faella C, Mazzolani F M, Piluso V, et al. Local buckling of aluminum members: Testing and classification[J]. Journal of Structural Engineering, 2000, 126(3):353-360. [24] Zhu J H, Young B. Aluminum alloy tubular columns-Part I: Finite element modeling and test verification[J]. Thin-Walled Structures, 2006, 44(9):961-968. [25] Zhu J H, Young B. Aluminum alloy tubular columns-Part II: Parametric study and design using direct strength method[J]. Thin-Walled Structures, 2006, 44(9):969-985. [26] Zhu J H, Young B. Experimental investigation of aluminum alloy circular hollow section columns[J]. Engineering Structures, 2006, 28(2):207-215. [27] Zhu J, Young B, Asce M. Tests and design of aluminum alloy compression members[J]. Journal of Structural Engineering, 2006, 132(7):1096-1107. [28] Mazzolani F M, Piluso V, Rizzano G. Local buckling of aluminum alloy angles under uniform compression[J]. Journal of Structural Engineering, 2011, 137(2):173-184. [29] Ashraf M, Young B. Design formulations for non-welded and welded aluminium columns using continuous strength method[J]. Engineering Structures, 2011, 33(12): 3197-3207. [30] Su M, Young B, Asce M, et al. Testing and design of aluminum alloy cross sections in compression[J]. Journal of Structural Engineering, 2014, 140(9):04014047. [31] Su M N, Young B, Gardner L. The continuous strength method for the design of aluminium alloy structural elements[J]. Engineering Structures, 2016, 122:338-348. [32] Su M N, Young B, Gardner L. Classification of aluminium alloy cross-sections[J]. Engineering Structures, 2017, 141:29-40. [33] Liu M, Zhang L, Wang P, et al. Buckling behaviors of section aluminum alloy columns under axial compression [J]. Engineering Structures, 2015, 95:127-137. [34] Liu M, Zhang L, Wang P, et al. Experimental investigation on local buckling behaviors of stiffened closed-section thin-walled aluminum alloy columns under compression[J]. Thin-Walled Structures, 2015, 94:188- 198. [35] Chang Y, Liu M, Wang P. Interacted buckling failure of thin-walled irregular-shaped aluminum alloy column under axial compression[J]. Thin-Walled Structures, 2016, 107:627-647. [36] Chang Y, Liu M, Wang P, et al. Behaviors and design method for distortional buckling of thin-walled irregular-shaped aluminum alloy struts under axial compression[J]. Engineering Structures, 2017, 153:118- 135. [37] Wang Y, Fan F, Lin S. Experimental investigation on the stability of aluminium alloy 6082 circular tubes in axial compression[J]. Thin-Walled Structures, 2015, 89:54-66. [38] Oyeniran A G, Fan F, Wang Y, et al. Stability of 6082-T6 aluminium alloy columns with H-section and rectangular hollow sections[J]. Thin-Walled Structures, 2015, 89:1- 16. [39] Wang Y, Lin S, Feng F, et al. Numerical simulation of aluminum alloy 6082-t6 columns failing by overall buckling[J]. Advances in Structural Engineering, 2016, 19(10):1547-1574. [40] Feng R, Mou X, Chen A, et al. Tests of aluminium alloy CHS columns with circular openings[J]. Thin-Walled Structures, 2016, 109:113-131. [41] Feng R, Sun W, Shen C, et al. Experimental investigation of aluminum square and rectangular beams with circular perforations[J]. Engineering Structures, 2017, 151:613- 632. [42] Feng R, Zhu W, Wan H, et al. Tests of perforated aluminium alloy SHSs and RHSs under axial compression[J]. Thin-Walled Structures, 2018, 130:194- 212. [43] Feng R, Liu J. Numerical investigation and design of perforated aluminium alloy SHS and RHS columns[J]. Engineering Structures, 2019, 199:109591. [44] Feng R, Mou X, Chen Z, et al. Finite-element modelling and design guidelines for axial compressive capacity of aluminium alloy circular hollow sections with holes[J]. Thin-Walled Structures, 2020, 157:107027. [45] Wang Y Q, Wang Z X, Hu X G, et al. Experimental study and parametric analysis on the stability behavior of 7A04 high-strength aluminum alloy angle columns under axial compression[J]. Thin-Walled Structures, 2016, 108:305- 320. [46] Wang Z, Wang Y, Yun X, et al. Experimental and numerical study of fixed-ended high-strength aluminum alloy angle-section columns[J]. Journal of Structural Engineering, 2020, 146(10):04020206. [47] Wang Y Q, Yuan H X, Chang T, et al. Compressive buckling strength of extruded aluminium alloy I-section columns with fixed-pinned end conditions[J]. Thin- Walled Structures, 2017, 119:396-403. [48] Zhu J H, Li Z Qi, Su M N, et al. Behaviour of aluminium alloy plain and lipped channel columns[J]. Thin-Walled Structures, 2019, 135:306-316. [49] Zhu J H, Li Z Qi, Su M N, et al. Numerical study and design of aluminium alloy channel section columns with welds[J]. Thin-Walled Structures, 2019, 139:139-150. [50] Zhu J H, Li Z Qi, Su M N. Numerical investigation and design of aluminium alloy channel section columns at elevated temperatures[J]. Thin-Walled Structures, 2020, 159, 107225. [51] 张其林. 铝合金结构在我国的应用研究与发展[J]. 施工技术, 2018, 47(15):13-17; 25. [52] 李明, 陈扬骥, 钱若军, 等. 圆管形铝合金轴心压杆稳定系数的试验研究[J]. 空间结构, 2000, 6(1):59-64. [53] 李明, 陈扬骥, 钱若军, 等. 工字形铝合金轴心压杆稳定系数的试验研究[J]. 工业建筑, 2001, 31(1):52-54; 60. [54] 罗永峰, 季跃, 芮渊等. 铝合金结构轴心压杆稳定性研究[J]. 同济大学学报, 2001, 29(4):401-405. [55] 沈祖炎, 郭小农. 对称截面铝合金挤压型材压杆的稳定系数[J]. 建筑结构学报, 2001, 22(4):31-36; 48. [56] 杨联萍, 姚念亮, 邱枕戈, 等. 铝合金轴心受压杆件的稳定系数研究[J]. 建筑结构, 2001, 31(2):28-29; 46. [57] 金鑫. 单轴对称截面铝合金压杆极限承载力研究[D]. 上海: 同济大学, 2005. [58] 吴亚舸, 张其林. 考虑相关屈曲的轴压铝合金板件有效截面计算[J]. 建筑结构, 2006, 36(2):55-59. [59] 吴芸, 张其林. 纵向焊接铝合金柱设计方法研究[J]. 土木工程学报, 2007, 40(4):21-26. [60] 吴芸, 张其林. 焊接铝合金压杆屈曲性能试验研究[J]. 建筑结构, 2007, 37(12):110-113. [61] 吴芸, 张其林. 焊接铝合金构件残余应力试验研究[J]. 钢结构, 2007, 22(92):29-32; 61. [62] 吴芸, 张其林. 纵向焊接铝合金构件的试验和设计研究[J]. 建筑钢结构进展, 2008, 10(1):29-33; 62. [63] 吴芸, 张其林, 俞宝达. 纵向焊接铝合金柱构件承载力试验研究及数值分析[J]. 力学季刊, 2011, 32(3):427- 434. [64] 董震, 张其林. 铝合金轴压构件屈曲荷载计算方法[J]. 结构工程师, 2008, 24(2):28-34; 47. [65] 董震, 张其林. 薄壁铝合金轴压构件承载力计算的直接强度法[J]. 土木工程学报, 2009, 42(6):28-34. [66] 王元清, 石永久, 袁焕鑫, 等. 铝合金板件的受压屈曲分析[J]. 武汉大学学报(工学版), 2011, 44(1):74-78. [67] 常婷. 铝合金轴心受压构件局部稳定与相关稳定性能研究[D]. 北京: 清华大学, 2014. [68] 郑韶挺. 大截面铝合金轴心受压构件的稳定性能研究[D]. 北京: 清华大学, 2017. [69] 郑秀梅. 铝合金轴心受压构件试验及设计方法研究[D]. 福州: 福建工程学院, 2017. [70] 陈驹, 盛晓红, 童建国, 等. 铝合金在输变电构架中的应用[J]. 电力建设, 2008, 29(10):26-28. [71] 束康. 高强铝合金输电塔选型及优化研究[D]. 哈尔滨: 哈尔滨工业大学, 2011. [72] 伊丽娜, 高洪俊, 涂佳黄. 铝合金塔架抗风优化研究[J]. 内蒙古师范大学学报(自然科学汉文版), 2017, 46 (1):53-55; 60. |
| 备注/Memo: | 收稿日期: 2021－05－15. 宁波大学学报（理工版）网址: http://journallg.nbu.edu.cn/ 第一作者: 徐剑佩（1970－）, 男, 浙江杭州人, 高级工程师, 主要研究方向: 电力工程项目管理. E-mail: xujp6@qq.com 宁波大学学报（理工版）网址：http://journallg.nbu.edu.cn/ |
