锚跨 meaning in Chinese
anchor span
Examples
- The construction control of tensioning of anchor span strand for erecting suspensio bridges
张拉锚跨丝股法架设悬索桥及其施工控制 - The force control of suspension bridge anchorage cable is the main contents which will be researched . according to the character of suspen - sion bridge anchorage , three questions is solved in this paper on the basis of the construction control experience of the highway bridge of yichang yanzhi river . firstly , an effective method of cable force control is presented in this paper , which has settled the puzzle of cable force accurate operate through fixing a pressure transducer at the behind of the hydraulic jack . secondly , an exactitude calculation model is founded in this paper . in addition the influence of boundary condition , sag , inclination , flexural rigidity and environment temperature to the cable vibration frequency which make the frequency method could be used to the measurement of cable force . in the end of this paper , a control system of anchorage cable force is developed on the basis of the above research . this system is very steady , credible , high precision and convenient . it is a new and credible method to be used to the force control of sus - pension bridge anchorage cable . in this paper , the conundrum of cable force control has been solved . the fruits are very useful to the development of inland suspension bridge
提出了一种有效可行的锚跨张力控制方法，即通过在油压千斤顶后加压力传感器，并利用单片机技术进行数据采集，解决了悬索桥锚跨索股初张力精确控制的难题；建立了锚跨索股索力的精确计算模型，分析了索股的边界条件、斜度、垂度、抗弯刚度及环境温度对索股频率的影响，解决了弦振法在大跨径悬索桥索力测试中的应用问题；在上述研究成果的基础上，研制出了锚跨张力控制系统，该系统具有稳定可靠，精度高，使用方便等特点，它的投入使用将为我国今后大跨径悬索桥锚跨张力控制提供一种全新的、可靠的手段。 - This paper also presents the methods of controlling unstressed length of cable , pre - displacement of saddle , anchor span tension , erection of wire strands , the fixed position for erecting cable band and cable length . determination and control approach of displacement of saddles during cable erection are also introduced . at the same time , the change course of linetype during construction period for suspension bridge is analyzed
再次，介绍了悬索桥的施工控制内容与方法，利用软件sgkz2000对多座悬索桥进行了施工计算，提出本文关于悬索桥的主缆无应力长度控制、索鞍预偏量控制、锚跨张力控制、丝股架设控制、索夹安装位置与吊索长度控制的方法；介绍了吊梁阶段鞍座顶推量的确定与控制方法，分析了施工阶段悬索桥的线形变化过程。