Design of Cable Tension Measurement System Based on Vibration Frequency Method

doi:10.3969/j.issn.1674-0696.2015.05.05

Journal of Chongqing Jiaotong University(Natural Science) ›› 2015, Vol. 34 ›› Issue (5): 25-28.DOI: 10.3969/j.issn.1674-0696.2015.05.05

• Bridge & Tunnel Engineering • Previous Articles Next Articles

Design of Cable Tension Measurement System Based on Vibration Frequency Method

Jiang Jianshan^1,2, Tang Guangwu¹, Liang Huapeng³, Xiang Zhongfu³

1. China Merchants Chongqing Communications Research & Design Institute Co. Ltd., Chongqing 400067, China; 2. School of Information Science & Engineering, Chongqing Jiaotong University, Chongqing 400074, China; 3. School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China

Received:2014-04-17 Revised:2014-07-13 Online:2015-11-04 Published:2015-11-04

基于频率法的索力测量系统设计

姜建山^1,2，唐光武¹，梁华鹏³，向中富³

1.招商局重庆交通科研设计院有限公司，重庆 400067；2.重庆交通大学信息科学与工程学院，重庆 400074;3.重庆交通大学土木工程学院，重庆 400074

作者简介:姜建山(1978—)，男，湖北洪湖人，副教授，博士后，主要从事结构健康监测、传感器技术及信号处理等方面的研究。E-mail：jiangjianshan@163.com。
基金资助:
国家自然科学基金项目(51308573)；中国博士后基金项目(2011M500144)；重庆市教委项目(KJ100421)；重庆市科委应用开发项目(cstc2014yykfA70005)；重庆市博士后日常资助项目(渝RC2011001)

Abstract

Abstract: According to the principle that cable tension can be measured by vibration frequency method, the simplified cable tension measurement system based on SCM was designed, and both whole hardware and whole software design systems were finished. The whole software included the processing program about MCU, IIC bus program flow, frequency spectrum analysis, key control, as well as LCD module and host computer software. Finally, the cable tension measurement experiment with Dafosi Bridge of Yangtze River was carried out, and the experimental results showed that this measurement system was applicable, portable and easy to use.

Key words: bridge engineering, cable tension, vibration frequency method, cable tension measurement experiment, software system

摘要： 根据振动频率法测量索力的原理设计了基于单片机的简易索力测量系统，完成了系统硬件总体方案研制和总体软件设计；软件包含处理器程序设计、IIC 总线传输模块、频谱分析、键盘控制与LCD模块及上位机软件。经过重庆大佛寺长江大桥的索力测量，实例验证表明：系统适用性强，携带方便，操作简单。

关键词: 桥梁工程, 索力, 振动频率法, 索力测量实验, 软件系统

CLC Number:

Jiang Jianshan, Tang Guangwu, Liang Huapeng, Xiang Zhongfu. Design of Cable Tension Measurement System Based on Vibration Frequency Method[J]. Journal of Chongqing Jiaotong University(Natural Science), 2015, 34(5): 25-28.

姜建山，唐光武，梁华鹏，向中富. 基于频率法的索力测量系统设计[J]. 重庆交通大学学报（自然科学版）, 2015, 34(5): 25-28.

References

［1］张戌社,杜彦良,孙宝臣,等.光纤光栅压力传感器在斜拉索索力监测中的应研究［J］.铁道学报,2002,24(6):47-49.
Zhang Xushe,Du Yanliang,Sun Baochen,et al.Application of optical fiber grating pressure sensor on monitoring of cables’ tension ［J］.Journal of the China Railway Society,2002,24(6):47-49.
［2］陈海清,黄飞.光纤光栅测力环及其应用［J］.华中科技大学学报:自然科学版,2005,33(5):58-60.
Chen Haiqing,Huang Fei.The test-force ring of fiber optical gratings and its application ［J］.Journal of Huazhong University of Science and Technology:Nature Science Edition,2005,33(5):58-60.
［3］姜建山,唐德东,周建庭.桥梁索力测量方法与发展趋势［J］.重庆交通大学学报:自然科学版,2008,27(3):379-382.
Jiang Jianshan,Tang Dedong,Zhou Jianting.Progress and developing trend of cable stress measuring methods of bridge ［J］.Journal of Chongqing Jiaotong University:Natural Science,2008,27(3):379-382.
［4］唐德东,黄尚廉,陈伟民,等.旁路励磁的磁弹性传感器研究［J］.仪器仪表学报,2007,28(7):1159-1161.
Tang Dedong,Huang Shanglian,Chen Weiming,et al.Research on cable tension sensor based on magneto-elastic effect with bypass excitation ［J］.Chinese Journal of Scientific Instrument,2007,28(7):1159-1161.
［5］龙跃,邓年春,朱万旭,等.磁通量传感器及其在桥梁检测中的应用［J］.预应力技术,2007(2):3-6.
Lung Yue,Deng Nianchun,Zhu Wanxu,et al.Elastomagnetic sensors and its application in prestressed bridge detection ［J］.Prestress Technology,2007(2):3-6.
［6］陈伟民,姜建山,章鹏,等.钢缆索索力磁性传感理论模型与实验研究［J］.仪器仪表学报,2010,31(4):794-799.
Chen Weimin,Jiang Jiansha,Zhang Peng,et al.Modeling and experiment of cable tension magneto-sensor ［J］.Chinese Journal of Scientific Instrument,2010,31(4):794-799.
［7］吴康雄,刘克明,杨金喜.基于频率法的索力测量系统［J］.中国公路学报,2006,19(2):62-66.
Wu Kangxiong,Liu Keming,Yang Jinxi.Frequency method based cable force measurement system ［J］.Chinese Journal of Highway,2006,19(2):62-66.
［8］淡丹辉,陈艳阳.阻尼器对频率法拉索索力测量的影响［J］.振动、测试与诊断,2013,33(4):676-681.
Dan Danhui,Chen Yanyang.Influence study of cable tension measurement for stay cable attached with dampers ［J］.Journal of Vibration,Measurement & Diagnosi,2013,33(4):676-681.
［9］张运波,林玉森,高伟,等.部分斜拉桥的索力测试与分析［J］.桥梁,2005(5):63-65.
Zhang Yunbo,Lin Yusen,Gao Wei,et al.Staying power test and analysis section of the cable-stayed bridge ［J］.Bridges,2005 (5):63- 65.
［10］任伟新,陈刚.由基频计算拉索拉力的实用公式［J］.土木工程学报,2005,38(11):26-31.
Ren Weixin,Chen Gang.Practical formula for calculating the fundamental frequency of the cable tension ［J］.Civil Engineering Journal,2005,38 (11):26-31.
［11］Kima B H,Park T.Estimation of cable tension force using the frequency-based system identification method ［J］.Journal of Sound and Vibration,2007,304:660-676.

[1]	ZHOU Jianting1,2, LI Ya2, ZHANG Hong2, XIA Runchuan2, YANG Wenqi2. Two Point Corrosion Test Study of Steel Strands Based on Spontaneous Magnetic Flux Leakage Detection [J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(07): 74-81.
[2]	ZHANG Hua1, ZHANG Zhengqi2, CHENG Gao3,4, TIAN Boke1. Rational Distance of Pile Foundation in Precipitous Cliff Section of Loess Area [J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(07): 93-98.
[3]	LIU Jinchun, SONG Zixuan, LIANG Dong. Spatial Effect Analysis of Single Box Three Chambers Continuous Girder Bridge under Transverse Temperature Gradient and Eccentric Vehicle Load [J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(06): 80-86.
[4]	ZHENG Zhi1,2, GENG Bo2, YUAN Pei2, LI Songlin2, HU Zhengtao3. Experimental Study on a New Connection Structure of Anti-collision Device for Pier Composite Materials [J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(05): 66-73.
[5]	ZHANG Yang1, QU Shaoqin1, LU Jiuzhang2, HUO Wenbing3. Method of Fiber Aligning in UHPC and Its Influence on the Tensile Performance [J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(05): 74-80.
[6]	FU Lilei. Correlation Function Method for Parameter Identification Based on Random Excitation Response [J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(04): 70-75.
[7]	SU Xiaobo1, XIAO Lin2. Model Test and Numerical Simulation Research on Reasonable Structure of Steel-Concrete Composite Section in Space Rigid Frame [J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(04): 76-82.
[8]	LIANG Zongbao 1, CHAI Jie1, NA Shouyong2, MA Tianli1, TANG Yu1. Validity Analysis of Bridge Health Monitoring Data Based on Deep Learning [J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(03): 78-83.
[9]	TANG Qizhi1, XIN Jingzhou1,2, ZHOU Jianting1, FU Lei1,3, ZHANG Jun4. Damage Identification of Corroded RC Arch Based on Time Series Analysis:Simulation and Verification [J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(02): 69-77.
[10]	RONG Xian1, 2, YANG Hongwei1, ZHANG Jianxin1, 2. Experimental Research on Hysteresis Behavior of Prefabricated Concrete Beam-Column Joint with Steel End Connector [J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(02): 78-82.
[11]	LIU Xiaohui, XU Yang, CHEN Sitian, XU Lueqin. Seismic Response Analysis of Pedestrian Suspension Bridge [J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(01): 65-71.
[12]	JU Liping1, WANG Yinhui2, LU Xiaohong3, SHAN Jidong4. Failure Mode Analysis of Reinforced Concrete Box Girder under Impact of a Falling Cargo from Passing Truck [J]. Journal of Chongqing Jiaotong University(Natural Science), 2021, 40(01): 72-78.
[13]	WANG Zhen1,2, ZHOU Jianting1,3, ZHANG Jinquan1,4, WU Haijun1, WU Yuexing1. Influence Analysis of Cast-in-Situ Segment Length on Mechanical Behavior of Ten-Thousand-Ton Horizontal Swivel Cable-Stayed Bridge [J]. Journal of Chongqing Jiaotong University(Natural Science), 2020, 39(12): 44-52.
[14]	HAO Xianwu, SHU Peng, HAO Jianming. Static Wind Stability of Long-Span Asymmetric Suspension Bridge [J]. Journal of Chongqing Jiaotong University(Natural Science), 2020, 39(12): 53-59.
[15]	CHEN Sitian, PENG Qing, YANG Min. Human-Induced Vibration Response Analysis of Long-Span Pedestrian Suspension Glass Bridge in Kanggu Parkland [J]. Journal of Chongqing Jiaotong University(Natural Science), 2020, 39(12): 60-66.

Design of Cable Tension Measurement System Based on Vibration Frequency Method

基于频率法的索力测量系统设计

PDF

Knowledge

Abstract

Cite this article

share this article

References

Related Articles 15

Recommended Articles

Metrics