JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE) ›› 2016, Vol. 46 ›› Issue (6): 120-126.doi: 10.6040/j.issn.1672-3961.0.2016.117

Previous Articles     Next Articles

Mechanical properties of tower and beam synchronous construction of cable-stayed bridge

ZHANG Wanzhi1, LIU Hua2,3, ZHANG Feng1, GAO Lei1, YAO Chen1, LIU Guanzhi1   

  1. 1. School of Civil Engineering, Shandong University, Jinan 250061, Shandong, China;
    2. China Zhongtie Major Bridge Reconnaissance and Design Institute Co LTD, Wuhan 430050, Hubei, China;
    3. China Zhongtie Major Bridge(Nanjing)Bridge and Tunnel Detecting and Treatment Co LTD, Nanjing 210061, Jiangsu, China
  • Received:2016-04-11 Online:2016-12-20 Published:2016-04-11

PDF (PC)

1076

Abstract: To investigate the change of mechanical properties of the beam, tower and cables during the tower and beam synchronous construction of the bridge together with segmental removing the full scaffold, the calculation model of the construction process of cable-stayed bridge was established by multitier distributed applications services/Civil(Midas/Civil)finite element software. Against the context of the maximum swivel weight of cable-stayed bridge in Asia—Zoucheng cable-stayed bridge(the main span is 220 m, single tower、 double column、 double span and double cable plane prestressed concrete cable-stayed bridge), the structure stress and the deformation of the cable-stayed bridge were analyzed. Full scaffolds were simulated by elastic connection elements and beam and tower by spatial beam elements. The results of numerical calculation and field test data were compared and analyzed, which showed that, before and after the demolition of full scaffold, the maximum added value of the support force was 382 kN, the calculated maximum value and the measured maximum value for the changes of the cable force were respectively 0.96% and 1.67%, and the linear maximum variation was -7 mm. The premise of the application of the construction method(tower and beam 山 东 大 学 学 报 (工 学 版)第46卷 - 第6期张万志,等:斜拉桥塔梁同步施工过程的力学特性 \=-synch ronous construction of cable-stayed bridge together with segmental removing the full scaffold)is that the cable force of the corresponding segment of the beam should have been applied.

Key words: Midas/Civil, cable-stayed bridge, tower and beam synchronous construction, finite element, mechanical properties, full scaffold

CLC Number: 

  • U441
[1] 游朝辉, 魏星.支架法施工斜拉桥主梁线性控制[J].科技与企业, 2013(21):202. YOU Chaohui, WEI Xing.Linear control of main girder of cable stayed bridge with full scaffold method[J].Science-Technology Enterprise, 2013(21):202.
[2] 石程华.现浇箱梁碗扣式满堂支架整体计算分析与监测技术研究[J].公路, 2015(7):156-160. SHI Chenghua.Study on the integral calculation analysis and monitoring technology of cast-in-situ box girder bowlfull scaffold construction[J].Highway, 2015(7):156-160.
[3] LOZANO-GALANT J A, PAYA-ZAFORTEZA I, XU D, et al.Forward Algorithm for the construction control of cable-stayed bridges built on temporary supports[J].Engineering Structures, 2012, 40(7):119-130.
[4] 苏卫国, 刘剑.现浇箱梁高支模满堂支架的有限元分析[J].华南理工大学学报(自然科学版), 2013, 41(2):82-87. SU Weiguo, LIU Jian.Finite element analysis of cast-in-situ box girder bowlfull scaffold [J].Journal of South China University of Technology(Natural Science Edition), 2013, 41(2):82-87.
[5] 刘东海, 杨健, 方军.复杂地形条件下满堂支架法现浇箱梁的应用[J].公路交通科技(应用技术版), 2013(11):362-365. LIU Donghai, YANG Jian, FANG Jun.The application of bowlfull scaffold method of cast-in-place box girder under the complex terrain condition[J].Journal of Highway Traffic Science and Technology(Application Technology), 2013(11):362-365.
[6] 徐君兰.大跨度桥梁施工控制[M].北京:人民交通出版社, 2000.
[7] 向中富.桥梁施工控制技术[M].北京:人民交通出版社, 2001.
[8] 张拥军, 蒋卫东.超宽斜拉桥塔梁同步施工方案与控制技术[J].公路交通科技(应用技术版), 2009(5):172-175,188. ZHANG Yongjun, JIANG Weidong.Synchronous construction scheme and control technology of tower beam of super-breadth cable-stayed bridge[J].Journal of Highway Traffic Science and Technology(Application Technology), 2009(5):172-175,188.
[9] 张淑坤, 张向东, 陆启珂.大跨度斜拉桥塔梁同步施工控制技术[J].广西大学学报(自然科学版), 2012, 37(1):88-93. ZHANG Shukun, ZHANG Xiangdong, LU Qike. Research on the construction control technology of large span cable-stayed bridge tower and girder[J].Journal of Guangxi University(Natural Science Edition), 2012, 37(1):88-93.
[10] 刘爱林, 王剑峰.安庆长江铁路大桥主桥桥塔施工关键技术[J].桥梁建设, 2013, 43(3):31-36. LIU Ailin, WANG Jianfeng.Key techniques for construction of pylons of main bridge of anqing changjiang river railway bridge[J].Bridge Construction, 2013, 43(3):31-36.
[11] 顾箭峰, 曾祥红.混合梁斜拉桥塔梁同步施工可行性分析[J].桥梁建设, 2016, 46(1):111-116. GU Jianfeng, ZENG Xianghong. Feasibility analysis of synchronous construction of pylon and main girder of hybird girder cable-stayed bridge[J].Bridge Construction, 2016, 46(1):111-116.
[12] 张文献, 刘旭光, 李东炜, 等.斜拉桥成桥及施工阶段的索力优化[J].东北大学学报(自然科学版), 2009, 30(8):1201-1204. ZHANG Wenxian, LIU Xuguang, LI Dongwei, et al.Optimizing cable tension during construction and completion of a cable-stayed bridge[J].Journal of Northeastern University(Natural Science), 2009, 30(8):1201-1204.
[13] 赵玲, 李爱群, 缪长青, 等.大跨斜拉桥的拉索损伤识别[J].桥梁建设, 2004(5):19-22. ZHAO Ling, LI Aiqun, MIU Changqing, et al.Identification of damages in stay cables of long-span cable-stayed bridges[J].Bridge Construction, 2004(5):19-22.
[14] 蓝其平, 陈景平.关于斜拉桥塔梁同步施工测量技术的研究[J].测绘通报, 2011(9):48-51,69. LAN Qiping, CHEN Jingping.On simultaneous construction survey technique for beam tower of cable-stayed bridge[J].Bulletin of Surveying and Mapping, 2011(9):48-51,69.
[15] 王立峰, 王二强, 孙永存, 等.万吨级斜拉桥转体施工过程的力学特性[J].交通运输工程学报, 2015, 15(3):52-61. WANG Lifeng, WANG Erqiang, SUN Yongcun, et al.Mechanical properties of ten thousand-ton class cable-stayed bridge in rotation construction process[J].Journal of Traffic and Transportation Engineering, 2015, 15(3):52-61.
[16] PEDRO J J O, REIS A J.Nonlinear analysis of composite steelconcrete cable-stayed bridges[J].Engineering Structures, 2010, 32:2702-2716.
[17] NADERIAN H, CHEUNG M M S, SHEN Z Y, et al.Integrated finite strip analysis for long-span cable-stayed bridges[J].Computers and Structures, 2015, 158:82-97.
[18] 徐向峰, 赵香萍, 张峰, 等.重载铁路连续刚构桥徐变精细化数值分析[J].山东大学学报(工学版), 2015, 45(4):69-74. XU Xiangfeng, ZHAO Xiangping, ZHANG Feng, et al.Refined analysis of creep effect for heavy haul railway continuous rigid frame bridge[J].Journal of Shandong University(Engineering Science), 2015, 45(4):69-74.
[19] 王海源, 章龙, 张乐文, 等.预防连续箱梁施工裂缝的温度监测与有限元分析[J].山东大学学报(工学版), 2011, 41(3):82-88. WANG Haiyuan, ZHANG Long, ZHANG Lewen, et al.Temperature monitoring and finite element analysis of preventing construction cracks in a continuous box girder [J].Journal of Shandong University(Engineering Science), 2011, 41(3):82-88.
[20] 李小珍, 蔡婧, 强士中.大跨度钢箱梁斜拉桥索梁锚固结构型式的比较研究[J].土木工程学报, 2004, 37(3):73-79. LI Xiaozhen, CAI Jing, QIANG Shizhong.Studies on models of cable-girder anchorage for long-span cable-stayed bridges with steel box girder [J].China Civil Engineering Journal, 2004, 37(3):73-79.
[1] LI Lianxiang, CHE Xiuxi, LI Weilong, QIU Yefan, ZHANG Shangru, WANG Chuhan. Working mechanism and calculation analysis of RECV pile for permanent support of deep foundation pit [J]. Journal of Shandong University(Engineering Science), 2025, 55(6): 108-119.
[2] CAO Fubo, XIAO Shengxian, WANG Chenxia, GAO Delong, LI Dun, SU Tian, QIN Shijie, WANG Yufei. Comprehensive performance evaluation of recycled brick mixed water stabilized material with multiple indicators based on entropy weight TOPSIS [J]. Journal of Shandong University(Engineering Science), 2025, 55(6): 151-162.
[3] SUN Chuandi, SONG Fei. Structural-mechanical properties of geocell-reinforced soils in acidic and alkaline environments [J]. Journal of Shandong University(Engineering Science), 2025, 55(5): 140-153.
[4] XUE Gang, LIU Qiuyu, DONG Wei, LI Jingjun. Mechanical properties and constitutive relationship of steel slag fine aggregate concrete under impact load [J]. Journal of Shandong University(Engineering Science), 2025, 55(4): 108-117.
[5] Wenbin XIAO,Yinbiao XIE,Yang ZHENG,Ke WU,Rong CHEN,Qiulei LI,Ruizhe CHENG. Deformation failure and damage evolution of urban metro tunnels under active faults [J]. Journal of Shandong University(Engineering Science), 2023, 53(3): 1-13.
[6] Xuhao WANG,Qianqian LIU,Hucheng LI,cheng LI,Peng LI,Yifeng LING. Research and optimization of hollow form of precast concrete pavement slab [J]. Journal of Shandong University(Engineering Science), 2022, 52(4): 139-150.
[7] Xiuguang SONG, He YANG, Xiaoyan CHEN, Wenjie CUI, Hongya YUE, Kai ZHANG, Juan TIAN. Ultimate uplift capacity of shallow vertical plate anchors in sand [J]. Journal of Shandong University(Engineering Science), 2021, 51(1): 24-31.
[8] HAN Jiazhen, WANG Yong, XIE Yudong, WANG Qixian, ZHANG Xinbiao, GAO Wenbin, LI Ronglan, ZHANG Chuanjun. Mechanical characteristics for deep sea wet-mate electrical connectors [J]. Journal of Shandong University(Engineering Science), 2020, 50(6): 30-39.
[9] LIN Chao, ZHANG Chenglin, WANG Yong. Design and mechanical properties of prestressed hollow bar [J]. Journal of Shandong University(Engineering Science), 2020, 50(5): 26-32.
[10] Ziyao XU,Song YU,Qiang FU. Numerical simulation of mechanical properties of layered jointed rock mass [J]. Journal of Shandong University(Engineering Science), 2020, 50(3): 66-72.
[11] Xiaoguang WANG,Zhuang HE,Xianfu LI,Ao PAN. Influence of magnetic suspension rotor driving magnetic field on supporting magnetic field [J]. Journal of Shandong University(Engineering Science), 2019, 49(4): 86-92.
[12] Longlin WANG,Xundong HU,Jinsheng QI,Chunguo AN,Zhan WANG. Influence of internal pressure on the safety of exhaust duct under multiple loads [J]. Journal of Shandong University(Engineering Science), 2018, 48(6): 116-121.
[13] CHEN Rui, LI Hongwei, TIAN Jing. The relationship between the number of magnetic poles and the bearing capacity of radial magnetic bearing [J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2018, 48(2): 81-85.
[14] WEI Bengang, GUO Ruochen, HUANG Hua, WANG Zhen, LIU Pengcheng, ZHANG Yuying, LI Kejun, LOU Jie. Simulation and analysis of two dimensional temperature field of the discrete cooling system transformer based on the finite element method [J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2017, 47(6): 63-69.
[15] SU Chenggong, LIU Yan, WANG Weiqiang, WANG Yuhua. The influence of indentation on the surface residual stress of stainless steel [J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2017, 47(1): 90-96.
Viewed
Full text


Abstract

Cited
  Shared   
  Discussed   
[1] LI Kan . Empolder and implement of the embedded weld control system[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2008, 38(4): 37 -41 .
[2] LAI Xiang . The global domain of attraction for a kind of MKdV equations[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2006, 36(1): 87 -92 .
[3] YU Jia yuan1, TIAN Jin ting1, ZHU Qiang zhong2. Computational intelligence and its application in psychology[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2009, 39(1): 1 -5 .
[4] CHEN Rui, LI Hongwei, TIAN Jing. The relationship between the number of magnetic poles and the bearing capacity of radial magnetic bearing[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2018, 48(2): 81 -85 .
[5] WANG Bo,WANG Ning-sheng . Automatic generation and combinatory optimization of disassembly sequence for mechanical-electric assembly[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2006, 36(2): 52 -57 .
[6] ZHANG Ying,LANG Yongmei,ZHAO Yuxiao,ZHANG Jianda,QIAO Peng,LI Shanping . Research on technique of aerobic granular sludge cultivationby seeding EGSB anaerobic granular sludge[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2006, 36(4): 56 -59 .
[7] Yue Khing Toh1， XIAO Wendong2， XIE Lihua1. Wireless sensor network for distributed target tracking: practices via real test bed development[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2009, 39(1): 50 -56 .
[8] SUN Weiwei， WANG Yuzhen. Finite gain stabilization of singlemachine infinite bus system subject to saturation[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2009, 39(1): 69 -76 .
[9] SUN Yu-li,LI De-fa,ZUO Dun-wen,QI mei . [J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2006, 36(6): 19 -23 .
[10] WANG Yong, XIE Yudong. Gas control technology of largeflow pipe[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2009, 39(2): 70 -74 .
Copyright 2018 © Editorial office of Journal of Shandong University (Engineering Science)
Supported by Beijing Magtech Co.Ltd