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Research on Transmission Line Tower Tilting and Foundation State Monitoring Technology Based onMulti-Sensor Cooperative Detection and Correction 被引量:1
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作者 Guangxin Zhang Minghui Liu +4 位作者 Shichao Cheng Minzhen Wang Changshun Zhao Hongdan Zhao Gaiming Zhong 《Energy Engineering》 EI 2024年第1期169-185,共17页
The transmission line tower will be affected by bad weather and artificial subsidence caused by the foundation and other factors in the power transmission.The tower’s tilt and severe deformation will cause the buildi... The transmission line tower will be affected by bad weather and artificial subsidence caused by the foundation and other factors in the power transmission.The tower’s tilt and severe deformation will cause the building to collapse.Many small changes caused the tower’s collapse,but the early staff often could not intuitively notice the changes in the tower’s state.In the current tower online monitoring system,terminal equipment often needs to replace batteries frequently due to premature exhaustion of power.According to the need for real-time measurement of power line tower,this research designed a real-time monitoring device monitoring the transmission tower attitude tilting and foundation state based on the inertial sensor,the acceleration of 3 axis inertial sensor and angular velocity raw data to pole average filtering pre-processing,and then through the complementary filtering algorithm for comprehensive calculation of tilt angle,the system meets the demand for inclined online monitoring of power line poles and towers regarding measurement accuracy,with low cost and power consumption.The optimization multi-sensor cooperative detection and correction measured tilt angle result relative accuracy can reach 1.03%,which has specific promotion and application value since the system has the advantages of unattended and efficient calculation. 展开更多
关键词 Transmission line tower tilting MULTI-SENSOR foundation state monitoring collaborative detection
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Choosing configurations of transmission line tower grounding by back flashover probability value
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作者 Dmitry KUKLIN 《Frontiers in Energy》 SCIE CSCD 2016年第2期213-226,共14页
There is a considerable number of works devoted to electrical characteristics of grounding. These characteristics are important in general. However, in application to grounding of transmission line towers they are not... There is a considerable number of works devoted to electrical characteristics of grounding. These characteristics are important in general. However, in application to grounding of transmission line towers they are not enough to determine what grounding construction is preferable in some particular case, because these characteristics are calculated or measured apart from the grounded object, and only limited number of current (or voltage) source waveforms is used. This paper indicates reasons in favor of the fact that to choose the optimum design of grounding, the calculation model should include the tower as it is. The probability of back flashover, which provides both qualitative and quantitative estimate of the grounding structure efficiency, can be taken as the criterion for the grounding design. The insulation flashover probability is calculated on the basis of engineering method, which evaluates breakdown strength of insulation for nonstandard waveshapes, and probability data on lightning currents. Different approaches are examined for identifying the back flashover probability, as not only amplitudes but also other parameters can be taken into account. Finite-difference time-domain method is used for calculations of transients. It is found that lightning current waveform can greatly influence calculated back flashover probability value. 展开更多
关键词 GROUNDING transmission line tower back flashover probability FDTD method
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Dynamic Characteristics Analysis of Ice-Adhesion Transmission Tower-Line System under Effect of Wind-Induced Ice Shedding 被引量:4
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作者 Yongping Yu Lihui Chen +1 位作者 JuanjuanWang Guoji Liu 《Computer Modeling in Engineering & Sciences》 SCIE EI 2020年第11期647-670,共24页
The tower line system will be in an unsafe status due to uniform or uneven fall of ice coating which is attached to the surface of tower and lines.The fall of ice could be caused by wind action or thermal force.In ord... The tower line system will be in an unsafe status due to uniform or uneven fall of ice coating which is attached to the surface of tower and lines.The fall of ice could be caused by wind action or thermal force.In order to study the dynamic characteristics of the self-failure of the transmission line under the action of dynamicwind load,a finite elementmodel of the two-span transmission tower line system was established.The birth and death element methods are used to simulate the icing and shedding of the line.Tensile failure strength is the shedding criterion for ice coating.The fluctuating wind speed time history of the tower line systemis first simulated,and then the fluctuating wind and the average wind are superimposed to generate the instantaneous wind speed and converted into wind load.The dynamic response of the transmission tower line systemunder iced coupling with different wind speeds and different thicknesses of ice coating was studied.This is the first attempt that the coupling dynamic response of the icing shedding and wind load for the transmission tower-line system is discussed in this paper.In addition,the dynamic characteristics of wind are included.In particular,the limiting mechanical conditions are considered.According to the simulation results,it is found:because of the ice shedding,the stress of the conductor changes obviously in the first 20 seconds,and the ground wire changes sharply in the first two seconds;the icing of the conductor(ground)wire is gradually deicing under the action of wind vibration;the displacement of tower top increases with the increase of wind speed and icing thickness. 展开更多
关键词 tower line system fluctuating wind ice shedding dynamic response wind-induced ice shedding
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The changing process and trend of ground temperature around tower foundations of Qinghai-Tibet Power Transmission line 被引量:3
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作者 YanLi Xie QiHao Yu +2 位作者 YanHui You ZhongQiu Zhang TingTao Gou 《Research in Cold and Arid Regions》 CSCD 2019年第1期13-20,共8页
After the construction of Qinghai-Tibet Highway and Railway, the Qinghai-Tibet Power Transmission(QTPT) line is another major permafrost engineering project with new types of engineering structures. The changing proce... After the construction of Qinghai-Tibet Highway and Railway, the Qinghai-Tibet Power Transmission(QTPT) line is another major permafrost engineering project with new types of engineering structures. The changing process and trend of ground temperature around tower foundations are crucial for the stability of QTPT. We analyzed the change characteristics and tendencies of the ground temperature based on field monitoring data from 2010 to 2014. The results reveal that soil around the tower foundations froze and connected with the artificial permafrost induced during the construction of footings after the first freezing period, and the soil below the original permafrost table kept freezing in subsequent thawing periods. The ground temperature lowered to that of natural fields, fast or slowly for tower foundations with thermosyphons,while for tower foundations without thermosyphons, the increase in ground temperature resulted in higher temperature than that of natural fields. Also, the permafrost temperature and ice content are significant factors that influence the ground temperature around tower foundations. Specifically, the ground temperature around tower foundations in warm and ice-rich permafrost regions decreased slowly, while that in cold and ice poor permafrost regions cooled faster. Moreover, foundations types impacted the ground temperature, which consisted of different technical processes during construction and variant of tower footing structures. The revealed changing process and trend of the ground temperature is beneficial for evaluating the thermal regime evolution around tower foundations in the context of climate change. 展开更多
关键词 Qinghai-Tibet Power Transmission line tower FOUNDATION ground temperature change CHARACTERISTIC TREND
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Process Analysis of Double Circuit Transmission Line Trip-out on the Same Tower Due to Lightning
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作者 DUAN Da-peng REN Zhi-gang WANG Peng YE Kuan CHANG Xiao-qi LI Wei 《高压电器》 CAS CSCD 北大核心 2011年第9期31-36,43,共7页
In recent years,several failures of double circuit transmission line on the same tower due to lightning were happened in Beijing power grid.Although it can be reclosed successful,the lightning strike caused a grave th... In recent years,several failures of double circuit transmission line on the same tower due to lightning were happened in Beijing power grid.Although it can be reclosed successful,the lightning strike caused a grave threat to the power grid security.The cause of the accident and the accident process were studied for the sake of further understanding of the impact of lightning on power grid.As an example,110 kV double circuit transmission line(Xilong-line) was analyzed.At first,the system topology was given.Through the analysis on relay protection actions and the fault recorder data,over voltage on the insulator strings was calculated.Based on the analysis and the calculation,accident cause and the process were presented respectively.Secondly,it comes to the conclusion that the lightning failure was caused by counterattack.The wave of the lightning over voltage would spread to the not grounded neutral point of the transformers,and make the neutral protective gap breakdown,then cause freewheeling with the frequency of 50 Hz.As results of the relay protection,the double circuit transmission line all tripped out.Finally,the causes of the accident were proposed that included terrain features,large corner towers,strong thunderstorm weather and poor grounded contact of the tower. 展开更多
关键词 double circuit transmission lines on the same tower lightning trip-out at the same time fault recorder over-voltage calculation lightning protection
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First tower line using composite material commissioned in Jiangsu
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作者 Liu Chunsheng 《Electricity》 2010年第1期7-,共1页
On December 3, 2009, the upgraded 220-kV Mao-Qiang line of Jiangsu Lianyungang Power Supply Co. was put into operation. It is the first high voltage
关键词 line First tower line using composite material commissioned in Jiangsu
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Response of a transmission tower-line system at a canyon site to spatially varying ground motions
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作者 Hong-nan LI Feng-long BAI +1 位作者 Li TIAN Hong HAO 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2011年第2期103-120,共18页
Collapses of transmission towers were often observed in previous large earthquakes such as the Chi-Chi earthquake in Taiwan and Wenchuan earthquake in Sichuan,China. These collapses were partially caused by the pullin... Collapses of transmission towers were often observed in previous large earthquakes such as the Chi-Chi earthquake in Taiwan and Wenchuan earthquake in Sichuan,China. These collapses were partially caused by the pulling forces from the transmission lines generated from out-of-phase responses of the adjacent towers owing to spatially varying earthquake ground motions. In this paper,a 3D finite element model of the transmission tower-line system is established considering the geometric nonlinearity of transmission lines. The nonlinear responses of the structural system at a canyon site are analyzed subjected to spatially varying ground motions. The spatial variations of ground motion associated with the wave passage,coherency loss,and local site effects are given. The spatially varying ground motions are simulated stochastically based on an empirical coherency loss function and a filtered Tajimi-Kanai power spectral density function. The site effect is considered by a transfer function derived from 1D wave propagation theory. Compared with structural responses calculated using the uniform ground motion and delayed excitations,numerical results indicate that seismic responses of transmission towers and power lines are amplified when considering spatially varying ground motions including site effects. Each factor of ground motion spatial variations has a significant effect on the seismic response of the structure,especially for the local site effect. Therefore,neglecting the earthquake ground motion spatial variations may lead to a substantial underestimation of the response of transmission tower-line system during strong earthquakes. Each effect of ground motion spatial variations should be incorporated in seismic analysis of the structural system. 展开更多
关键词 Transmission tower-line system Canyon site Spatially varying ground motions Coherency loss Local site effect
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Dynamic Responses of Long-Span Transmission Tower-Line System Subjected to Broken Wires
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作者 夏正春 李黎 +1 位作者 方秦汉 龙晓鸿 《Journal of Southwest Jiaotong University(English Edition)》 2008年第4期309-319,共11页
A macroscopic finite element modeling approach was proposed to calculate the vibration of a tower-line system subjected to broken wires with software ANSYS/LS-DYNA. In the finite element model, not only the nonlineari... A macroscopic finite element modeling approach was proposed to calculate the vibration of a tower-line system subjected to broken wires with software ANSYS/LS-DYNA. In the finite element model, not only the nonlinearity of wires and suspension insulators are considered, but also the support towers are included. The incremental and iterative approaches are combined by applying the unbalanced loads incrementally during each iteration cycle. The approach was illustrated with an example of a Hanjiang- River long-span transmission line system subjected to a shield wire and a conductor failure, respectively. The analysis results showed that the proposed dynamic simulation approach can demonstrate the kinetic process of the tower-line system subjected to wire ruptures: The frequencies of line components were lower and densely distributed, but the frequencies of tower components were higher and sparsely distributed. Anyhow, the dynamic effects of wire ruptures on tower-line system could not be ignored in analysis of tower-line system subjected wire failures. 展开更多
关键词 Electric transmission tower-line coupling Wire rupture Dynamic responses ANSYS/LS-DYNA
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The Integrated System of Aerial Photogrammetry and Tower Locations Optimization for Transmission Lines
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作者 Xie Yuan, Pan Yijun, Fu Bin Northwest Power Design Institute 《Electricity》 1996年第4期45-48,共4页
This paper describes the functions and the features of the integrated system of aerial survey and tower locations optimization for transmission lines, which includes all stages from data acquisition, data transmission... This paper describes the functions and the features of the integrated system of aerial survey and tower locations optimization for transmission lines, which includes all stages from data acquisition, data transmission and data processing to automatic optimization of the tower locations and drawing. The paper also briefly describes the economic benefit gained from this system, and finally proposes the directions of the future development for this system. 展开更多
关键词 PRO The Integrated System of Aerial Photogrammetry and tower Locations Optimization for Transmission lines
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Research on Total Electric Field for DC Lines Converted from Double-Circuit AC Lines
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作者 Xiaoqian Ma Jiayu Lu +1 位作者 Kun He Wensheng Gao 《Energy and Power Engineering》 2017年第4期598-610,共13页
With rapid growth of power demand, transmission capacity is also in urgent need of upgrading. In some cases, converting existing AC transmission lines to DC lines can Improve the transmission capacity and reduce the c... With rapid growth of power demand, transmission capacity is also in urgent need of upgrading. In some cases, converting existing AC transmission lines to DC lines can Improve the transmission capacity and reduce the construction investment. In this paper, the upstream finite element method was expanded to calculate the total electric field of same tower multi-circuit DC lines converted from double-circuit AC lines, and the validity of the algorithm was confirmed by experiments. Taking a DC line converted from a typical same tower 500 kV double-circuit AC transmission line as an example, the surface electric field and the ground total electric field in different pole conductor arrangement schemes were calculated and analyzed, and the critical height of pole conductors for DC lines in residential and non-residential area were determined. Then, the corridor width of DC and AC lines at critical height in residential and non-residential areas before and after AC-DC line transformation were compared. The results indicate that for DC lines converted from common 500 kV double-circuit AC lines, the ground total electric field can meet the requirements of corresponding standard with appropriate pole conductor arrangement schemes. 展开更多
关键词 DC lineS Converted from AC lineS Multi-Circuit DC line at SAME tower Pole Conductor BUNDLES Arrangement Scheme Total Electric Field line-to-Ground Distance Corridor Width
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A New Principle of Fault Identification of on the Same Tower Based on Traveling Wave Reactive Powers
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作者 Hao Wu Ruikai Ye +2 位作者 Xingxing Dong Kunjian Yu Zhengwei Chang 《Journal of Power and Energy Engineering》 2019年第7期50-70,共21页
In order to improve the reliability of fault identification of the double-circuit transmission lines on the same tower, a new algorithm for fast protection of double-circuit transmission lines on the same tower based ... In order to improve the reliability of fault identification of the double-circuit transmission lines on the same tower, a new algorithm for fast protection of double-circuit transmission lines on the same tower based on the reactive powers of traveling wave is proposed. With the implementation of S-transform, the initial traveling wave reactive powers are calculated and the change characteristics of reactive power under different fault conditions are studied. The protection criterion is constructed by analyzing the ratio of the reactive powers of the same end on double-circuit transmission lines and the ratio of the reactive powers at both ends on the same line. According to the ratio of reactive power on the same side of the line and both ends of the same line, it is possible to identify whether the faults of the double-circuit line of the same tower occurred in or out of the protection zone. A large number of simulation results show that the protection performance is sensitive and reliable, and quick to respond. The criterion is simple and is basically not affected by fault initial angles, fault types, and transitional resistances. 展开更多
关键词 Double-Circuit Transmission line on the SAME tower TRAVELING Wave Reactive Power S-TRANSFORM Fault Identification
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脉冲地震动不同入射角下输电塔-线体系动力响应研究
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作者 付兴 王闯 +2 位作者 李宏男 朱宇 邵帅 《东南大学学报(自然科学版)》 北大核心 2025年第6期1564-1571,共8页
为解决在近断层脉冲地震不同入射角度作用下的输电塔-线体系抗震问题,采用小波分析方法识别近断层脉冲地震动。考虑入射角度变化对地震动幅值的影响,根据变异极值将近断层脉冲地震分为7类,适用于多角度地震动入射分析。建立输电塔-线体... 为解决在近断层脉冲地震不同入射角度作用下的输电塔-线体系抗震问题,采用小波分析方法识别近断层脉冲地震动。考虑入射角度变化对地震动幅值的影响,根据变异极值将近断层脉冲地震分为7类,适用于多角度地震动入射分析。建立输电塔-线体系的精细化有限元模型,分析其在地震动不同入射角度下的响应。研究结果表明,在提取的236组近断层脉冲地震动数据中,最大脉冲速度的分布主要集中在0.2~0.8 m/s速度范围内,而脉冲周期的分布呈现出一定的偏态。不同入射角度下输电塔-线体系的响应存在显著差异,地震动类别对多角度激励下的输电塔-线体系响应有显著影响,其中变异极值较小的地震动在加速度和位移响应上的最大差值分别达3.12倍和2.38倍,入射角度变化对输电塔-线体系响应的影响更大。 展开更多
关键词 脉冲地震 输电塔-线体系 入射角度 数值模拟
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土-结构相互作用下输电塔-线耦合系统整体可靠度分析
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作者 王磊 王涛 +2 位作者 李正良 吕大刚 谭忆秋 《西南交通大学学报》 北大核心 2025年第6期1568-1580,共13页
为研究土-结构相互作用和塔线耦合作用对输电塔整体可靠度的影响,建立随机风荷载作用下考虑土-结构相互作用的输电塔-线耦合系统简化力学模型,其中,输电塔、绝缘子、导线和基础4个结构采用多质点力学模型进行模拟,地基土对耦合系统动力... 为研究土-结构相互作用和塔线耦合作用对输电塔整体可靠度的影响,建立随机风荷载作用下考虑土-结构相互作用的输电塔-线耦合系统简化力学模型,其中,输电塔、绝缘子、导线和基础4个结构采用多质点力学模型进行模拟,地基土对耦合系统动力响应的影响采用S-R(swing-rocking)模型进行模拟,耦合系统所处随机风场则采用谱表示-降维方法进行模拟;其次,基于耦合系统简化力学模型和概率密度演化方法(PDEM),提出适用于考虑土-结构相互作用的输电塔-线耦合系统整体可靠度分析方法;最后,以某特高压交流输变电线路的直线塔为例,分别计算塔顶位移的概率密度函数、均值和标准差,并以塔顶位移极值为控制变量求解耦合系统的整体可靠度.分析结果表明:考虑塔线耦合作用后,塔顶位移响应极值的分布函数明显右移,结构失效概率由1.605×10-38增加至0.932;考虑土-结构相互作用后,塔顶位移响应极值的分布函数轻微右移,结构失效概率有所增加,与固定端工况相比,中硬土、中软土和软弱土工况下的结构失效概率增幅分别为4.44%、5.22%和11.76%;与蒙特卡洛方法相比,所提方法可高效获得塔顶位移的概率信息,其计算时间仅为蒙特卡洛方法的1/33,而均值与标准差的二范数相对误差在3%以内. 展开更多
关键词 输电塔 土-结构相互作用 塔线耦合作用 整体可靠度
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面向高压输电杆塔在线监测设备的多级无线供电系统设计与一体化绝缘子装置研制 被引量:1
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作者 张民 张鑫 +3 位作者 刘野然 李勇 何正友 吴宁 《电网技术》 北大核心 2025年第2期834-843,I0115,共11页
感应取电+多中继无线供电为高压输电杆塔在线监测设备提供了一种不受天气影响且安全稳定的新型供电方式。然而,目前多中继无线供电技术还缺少完整的系统设计和高压环境下的运行验证。为此,该文提出了一套面向35kV电压等级的多中继无线... 感应取电+多中继无线供电为高压输电杆塔在线监测设备提供了一种不受天气影响且安全稳定的新型供电方式。然而,目前多中继无线供电技术还缺少完整的系统设计和高压环境下的运行验证。为此,该文提出了一套面向35kV电压等级的多中继无线供电系统方案,并研制了具有无线电能传输功能的一体化绝缘子装置。首先,基于系统电路模型,以实现恒压输出和零相角输入为目标,设计了五线圈-多中继无线供电系统的补偿电容参数,并给出了功率变换电路设计方案;其次,给出了多中继线圈与环氧树脂绝缘子的一体化封装方案和封装流程,并制作了一套一体化绝缘子装置;最后,通过实验验证了多中继无线供电系统的恒压特性,并且通过高压实验验证了融合多中继线圈的一体化绝缘子的绝缘性能以及在高压环境下实现无线能量传输的可行性。实验结果表明,整套设备输出功率达到44.38W,传输效率达84.5%,一体化绝缘子装置满足35kV电压等级绝缘耐压要求。 展开更多
关键词 输电杆塔在线监测设备 多中继无线供电 一体化绝缘子 恒压输出
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输电线路脱冰动力响应及脱冰方式对塔线系统影响的分析 被引量:1
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作者 张佳沁 杨文刚 +3 位作者 杨国林 张志劲 蒋兴良 李雨泰 《高电压技术》 北大核心 2025年第5期2458-2467,共10页
近年来,冰灾频繁对社会经济和民生造成重创。尤其在电力领域中,覆冰对输电线路的影响显著。研究覆冰脱冰对输电线路的动力冲击,对于指导易覆冰区域输电线路的设计、运行与维护,提高输电线路的抗冰减灾能力,具有重要的理论与应用价值。... 近年来,冰灾频繁对社会经济和民生造成重创。尤其在电力领域中,覆冰对输电线路的影响显著。研究覆冰脱冰对输电线路的动力冲击,对于指导易覆冰区域输电线路的设计、运行与维护,提高输电线路的抗冰减灾能力,具有重要的理论与应用价值。目前国内外对脱冰跳跃的研究主要集中在脱冰跳跃对导线的影响上,对塔线体系综合影响相关研究还不足。对此,该研究建立了一塔两档塔线系统有限元模型,分别计算了单导线同时脱冰、档端脱冰、中部脱冰与两端脱冰方式下塔线系统的动力冲击,并分析了导线冰跳高度、张力、不平衡张力、绝缘子偏转以及杆塔杆件轴力。结果表明:同时脱冰方式下,导线位移,张力和不平衡张力振幅大,绝缘子剧烈振动,且杆塔部分杆件应力大,塔腿主材轴力发生拉力-压力-拉力的反复改变方向过程。其他三种方式的导线冰跳高度、张力和不平衡张力振幅较小,绝缘子的偏移幅度较小,衰减速度快,杆塔杆件应力明显减小,塔腿主材轴力未发生方向改变现象。从各位置响应看,两端脱冰是最合适的脱冰方式。 展开更多
关键词 输电线路 塔线系统 覆冰 动力响应 脱冰方式
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海洋大气环境下输电塔线体系强风响应模拟分析
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作者 程江洲 谢卓然 +3 位作者 李欣 张志强 邓海峰 郑皓文 《装备环境工程》 2025年第2期52-61,共10页
目的 以实际现场数据为基础,研究沿海地区输电塔线体系风灾薄弱点。方法 结合实际受灾情况,研究易受台风侵袭的输电线路所处地理气候特性,研究海洋大气腐蚀环境下输电塔钢构件腐蚀机理,并建立腐蚀深度以及力学性能退化时变模型。通过建... 目的 以实际现场数据为基础,研究沿海地区输电塔线体系风灾薄弱点。方法 结合实际受灾情况,研究易受台风侵袭的输电线路所处地理气候特性,研究海洋大气腐蚀环境下输电塔钢构件腐蚀机理,并建立腐蚀深度以及力学性能退化时变模型。通过建立塔线体系有限元模型,对其施加风荷载,重现其风致响应过程,并对风致倒塌结果进行分析。结果 塔脚与地基交接处的角钢全部压弯,塔身主材应力比超载6%~23%,造成整体失稳。塔头受扭严重,塔头曲臂实际承受荷载超过设计所能承受荷载20%~38%。结论 所提钢结构腐蚀时变模型能更好地拟合实际塔线体系抗风能力,且在台风背景下,塔体下部以及塔腿下部杆件的抗风能力对输电塔倒塌具有决定性作用,研究结果可为沿海输电线路设计提供参考。 展开更多
关键词 输电塔线体系 莫兰蒂台风 Cl^(-)腐蚀 海洋大气 有限元分析 风致倒塌
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高速列车激励对转体矮塔斜拉桥振动影响分析
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作者 卢华喜 邓雨亭 蔡茂凯 《噪声与振动控制》 北大核心 2025年第6期254-260,共7页
结合实际工程案例,对高速列车引发的激振力、振动在土体中的传播以及转体结构对振动的影响进行全面深入的分析和模拟。借助有限元软件ANSYS构建包含轨道、土体和转体桥梁的整体有限元模型,有限元数值计算结果和现场振动测试结果基本吻... 结合实际工程案例,对高速列车引发的激振力、振动在土体中的传播以及转体结构对振动的影响进行全面深入的分析和模拟。借助有限元软件ANSYS构建包含轨道、土体和转体桥梁的整体有限元模型,有限元数值计算结果和现场振动测试结果基本吻合。运用该有限元模型系统地研究列车速度、列车轴重、轨道与桥墩距离等参数对跨铁路线转体桥梁振动响应的影响。有限元数值模拟和现场试验结果表明,这些因素对转体桥振动响应存在不同程度的影响。 展开更多
关键词 振动与波 跨线转体桥 矮塔斜拉桥 有限元模型 列车速度 列车轴重 轨道距离
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特重冰区特高压直流线路导线脱冰跳跃高度及杆塔受力特征研究 被引量:2
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作者 王炜 杨浩 +5 位作者 王强 张万义 薛腾磊 虞东旭 高英博 严波 《重庆大学学报》 北大核心 2025年第6期25-33,共9页
导线脱冰后的最大跳跃高度和杆塔受力特征是塔头设计关心的核心问题,特重冰区特高压直流线路导线覆冰厚度可达60~80 mm,超过现有设计规程的最大冰厚。建立典型特高压直流连续耐张段线路塔线耦合体系模型,采用有限元方法模拟研究不同档... 导线脱冰后的最大跳跃高度和杆塔受力特征是塔头设计关心的核心问题,特重冰区特高压直流线路导线覆冰厚度可达60~80 mm,超过现有设计规程的最大冰厚。建立典型特高压直流连续耐张段线路塔线耦合体系模型,采用有限元方法模拟研究不同档不同极导线脱冰塔线体系动力响应,获得导线脱冰后杆塔的应力、纵向不平衡张力以及导线最大跳跃高度,分析杆塔受力特征及电气绝缘间隙。结果表明杆塔纵向不平衡张力取值大于重冰线路规范要求值,导线冰跳高度大于现有简化公式的计算值。基于研究结果提出特重冰区杆塔纵向不平衡张力取值建议以及对现有导线冰跳高度公式的修正。 展开更多
关键词 特重冰区 特高压直流线路 塔线体系 冰跳高度 纵向不平衡张力
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考虑SSI的输电塔线体系抗边坡变形能力研究 被引量:1
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作者 李成 陈树平 +3 位作者 王彦海 牛晓雷 吴峰 周冬阳 《中国工程机械学报》 北大核心 2025年第2期216-221,共6页
为探究边坡变形对输电线路的安全威胁,以某输电塔线体系为研究对象,建立考虑土-结构相互作用(SSI)效应的塔线体系整体有限元模型,并基于现场实测数据验证了数值分析模型的合理性。在此基础上,考虑边坡变形区域与铁塔空间位置关系以及边... 为探究边坡变形对输电线路的安全威胁,以某输电塔线体系为研究对象,建立考虑土-结构相互作用(SSI)效应的塔线体系整体有限元模型,并基于现场实测数据验证了数值分析模型的合理性。在此基础上,考虑边坡变形区域与铁塔空间位置关系以及边坡变形角度的影响,探究塔线体系受力特性对边坡变形的响应规律。结果表明:当铁塔分别位于边坡变形体以外上方、下方和边坡变形体内部时,上部塔线体系的失效方式和抗变形能力有显著差异;且随着边坡变形角度的增大,与水平边坡变形相比,塔线体系抗变形能力会下降25%~50%;当铁塔位于边坡变形体以外下方时,塔线体系抗变形能力下降最严重,下降幅度在33%~50%之间。 展开更多
关键词 塔线体系 土-结构相互作用(SSI) 边坡变形 受力特性
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山地塔-线体系下输电线路风振影响因素分析
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作者 赵珊鹏 陈智涛 +3 位作者 张友鹏 王思华 赵斌 姚晓通 《湖南大学学报(自然科学版)》 北大核心 2025年第12期77-88,共12页
为揭示山地区域复杂风场作用下输电线路风致振动的影响因素,基于宁夏110 kV连南线实际线路参数建立“二塔三线”有限元精细化模型,采用重力自平衡法对线路找形计算.利用谐波叠加法模拟线路所处的随机风场,并对塔-线体系模型施加风荷载,... 为揭示山地区域复杂风场作用下输电线路风致振动的影响因素,基于宁夏110 kV连南线实际线路参数建立“二塔三线”有限元精细化模型,采用重力自平衡法对线路找形计算.利用谐波叠加法模拟线路所处的随机风场,并对塔-线体系模型施加风荷载,分析山地输电线路风振的影响因素.结果表明,山地风场加速效应显著,当风仰角达45°且风向角达90°时,加速可比达1.3~1.4,易引发线路剧烈风振;相较于无塔输电线模型,塔-线体系模型的线路风振响应幅值更大,且更切合实际;导线初始张力从16 kN增大至26 kN时,其水平和垂向振幅分别降低31.1%和23.4%;线路阻尼比从0.02增至0.15时,导线的水平和垂向振幅分别降低36.4%和44.2%.增大线路初始张力、阻尼比能有效抑制线路风致振动.本研究揭示了山地风场加速效应与塔-线动力耦合的协同作用机制,定量评估了关键参数对线路风振的影响规律,提出的初始张力优化方案和阻尼比增强措施可为山地输电线路抗风设计提供重要的技术支撑. 展开更多
关键词 输电线路 山地风场 塔-线体系 风致振动 有限元分析
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