Please wait a minute...
J4  2009, Vol. 43 Issue (10): 1878-1882    DOI: 10.3785/j.issn.1008-973X.2009.10.023
土木工程、水利工程     
新型可动结点试验研究和数值分析
陈驹1, 金伟良1 ,盛晓红2 ,童建国2,丘文千2
(1. 浙江大学 建筑工程学院,浙江 杭州 310058; 2. 浙江省 电力设计研究院,浙江 杭州310012)
Experimental and numerical investigation of innovative movable connection
CHEN Ju1, JIN Wei-liang1, SHEN Xiao-hong2, TONG Jian-guo2, QIU Wen-qian2
(1. College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China;
2. Zhejiang Electric Power Design Institute, Hangzhou 310012, China)
 全文: PDF(970 KB)   HTML
摘要:

为解决特高等级大跨变电钢结构的温度变形问题,提出了一种新型的可动结点,该结点可以在长度方向自由滑动一定距离,以释放温度变形,同时又可以在另两个方向上承受荷载.通过平板和结点试验研究了该可动结点的局部性能和整体性能,结果表明,该结点在承受另两个方向的荷载下进行长度方向的移动,移动方向的侧向阻力仅为承受竖直荷载的2.5%左右.根据浙北1 MV特高压变电钢构架建立了温度-荷载耦合数值分析模型,分析了可动结点对于构架变形和承载力的影响.分析表明,对于大跨度连续构架,在中间柱的梁端设可动结点可以有效的解决温度应力问题,该结点也可以用于其他钢结构的温度应力问题.

Abstract:

An innovative movable connection for large scale sub-station frames was proposed for solving the deformation caused by temperature expansion. The movable connection was designed to release the temperature deformation in the longitudinal direction under the sustained loading from other two directions. The local and overall behaviour of the rolling bearing were investigated by loading tests. Results showed that the movable connection could move in the longitudinal direction under the load of other two directions. The lateral resistance was approximately 2.5% of the vertical load. Then the numerical model of Zhebei 1 MV large scale sub-station structures for thermal-load analysis was developed. Results show that thermal expansion deformation can be released with the application of the movable connection at the middle column-beam joint. The movable connection can be also applied in other steel structures.

出版日期: 2009-11-29
:  TU 375  
基金资助:

浙江大学-浙江省电力院科技合作项目;中国博士后基金资助项目(20080431290);中国博士后特别基金资助项目(20081452);浙江省教育厅科研项目(Y200804537).

作者简介: 陈驹(1978-),男,浙江杭州人,讲师,从事结构工程研究.
服务  
把本文推荐给朋友
加入引用管理器
E-mail Alert
RSS
作者相关文章  

引用本文:

陈驹, 金伟良, 盛晓红, 等. 新型可动结点试验研究和数值分析[J]. J4, 2009, 43(10): 1878-1882.

CHEN Ju, JIN Wei-Liang, CHENG Xiao-Gong, et al. Experimental and numerical investigation of innovative movable connection. J4, 2009, 43(10): 1878-1882.

链接本文:

http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2009.10.023        http://www.zjujournals.com/eng/CN/Y2009/V43/I10/1878

[1] ASCE 10—1997. Design of latticed steel transmission structures [S]. USA: American Society of Civil Engineers, 2000.
[2] BLEDSOE J K. 765 Tower design for 6-conductor bundle [J]. Electrical Transmission Line, 2006,12(1):125136.
[3] LEMASTER R, NOPRATVARAKORN V, THEISS T. Elastic-plastic analysis of tubular transmission structures [J]. Computers and Structures, 1988, 28(5):603620.
[4] ZHU A, ZHU H, GUO Y. Study on the bolting top-joint of substation truss–column [J]. Journal of Constructional Steel Research, 2008. (in press).
[5] 中华人民共和国交通部.JT/T4-2004.公路桥梁板式橡胶支座[S]. 北京: 交通出版社, 2004.
[6] 中华人民共和国交通部.TB/T1983-2006.铁路桥梁板式橡胶支座[S].北京: 交通出版社,2006.
[7] 中华人民共和国建设部.JG/T-1999.建筑隔振橡胶支座[S] .北京: 中国标准出版社, 1999.
[8] Q/SODC05-2001.桥梁球冠圆板式橡胶支座[S].上海: 上海标准出版社, 2001.
[9] AL-JABRI K S, BURGESS I W, LENNON T, et al. Moment–rotation–temperature curves for semi-rigid joints [J]. Journal of Constructional Steel Research, 2005, 61(3): 281303.
[10] AL-JABRI K S, DAVISON J B, BURGESS I W. Performance of beam-to-column joints in fire—A review [J]. Fire Safety Journal, 2008, 43(1):5062.
[11] SANTIAGO A, SILVA LS, REAL P, et al. Numerical study of a steel sub-frame in fire [J]. Computers and Structures, 2008, 86(15-16): 16191632.
[12] LANDESMANN A, BATISTA E M, ALVES J L D. Implementation of advanced analysis method for steel-framed structures under fire conditions [J]. Fire Safety Journal, 2005, 40(4):339366.
[13] ABAQUS. Analysis users manual. Version 6.5 [M]. Pawtucket, USA: H, K&S, Inc, 2004.
[14] 何勇,金伟良,张爱晖, 等.船桥碰撞动力学过程的非线性数值模拟[J]. 浙江大学学报:工学版, 2008, 42(6):10651071.
HE Yong, JIN Wei-liang, ZHANG Ai-hui, et al. Nonlinear collision simulation on dynamic interaction between ship-bridge [J]. Journal of Zhejiang University: Engineering Science, 2008, 42(6): 10651071.

[1] 金伟良, 王毅. 持续荷载与氯盐作用下钢筋混凝土梁力学性能试验[J]. J4, 2014, 48(2): 221-227.
[2] 章思颖, 金伟良, 许晨. 混凝土中胺类有机物——胍对钢筋氯盐腐蚀的作用[J]. J4, 2013, 47(3): 449-455.
[3] 金伟良,李志远,许晨. 基于相对信息熵的混凝土结构寿命预测方法[J]. J4, 2012, 46(11): 1991-1997.
[4] 姬永生, 王志龙, 徐从宇, 周敏, 赵稳. 混凝土中钢筋腐蚀过程的极化曲线分析[J]. J4, 2012, 46(8): 1457-1464.
[5] 项贻强, 程坤, 郭冬梅, 李威, 林士旭. 基于热力耦合的钢筋混凝土锈胀开裂分析[J]. J4, 2012, 46(8): 1444-1449.
[6] 王晓舟, 金伟良, 延永东. 混凝土结构锈胀开裂预测的路径概率模型[J]. J4, 2010, 44(6): 1191-1196.