首页|城市轨道交通9号短枕道岔工电接口病害及整治

城市轨道交通9号短枕道岔工电接口病害及整治

扫码查看
为解决城市轨道交通9 号短枕道岔工电接口普遍存在的问题,对影响工电接口的结构及尺寸进行研究.首先,利用FORTRAN语言自编程序建立理论分析模型,对影响尖轨转换及变形的参数进行分析;其次,现场调研、总结道岔典型工电接口病害,并给出应对措施和建议.研究表明,(1)随着第二牵引点动程减小,扳动力和最小轮缘槽均显著降低;尖轨活动段增加,扳动力明显降低;随着尖轨密贴长度减少,第二牵引点处尖轨最大水平位移增大;加密尖轨顶铁对降低尖轨水平位移有效.(2)道岔工电接口病害,如转辙器框架尺寸及基本轨与尖轨密贴段直线度超差、尖轨轨底与滑床台离缝、短枕偏斜等,均可以通过提高道岔铺设精度来解决.(3)尖轨第二牵引点动程由原设计 84 mm降低至 75 mm,尖轨扳动力可由5 173N降至3 429 N;建议在尖轨第二牵引后的短枕中心处增设顶铁,以减少荷载作用下尖轨变形;建议道岔结构设计时采用桁架式岔枕,以提高道岔铺设精度.
Defects and Rectification of the Electrical and Industrial Interface of the No.9 Turnout with Short Sleeper in Urban Rail Transit
In order to solve the common problems of the industrial and electrical interface of the No.9 short sleeper turnout in urban rail transit,research was conducted on the structure and size that affect the industrial and electrical interface.Firstly,a theoretical analysis model was established using FORTRAN programming language,and the parameters that affected the transition and deformation of the pointed rail were analyzed.Secondly,on-site research and summary were conducted on typical industrial and electrical interface diseases of turnouts,and corresponding measures and suggestions were provided.Research shows that:(1)as the range of the second traction point decreases,both the pulling force and the minimum wheel flange groove significantly decrease.As the active section of the pointed rail increases,the pulling force significantly decreases.As the close-fitting length of the pointed rail decreases,the maximum horizontal displacement of the pointed rail at the second traction point increases.Encrypting the irons of the pointed rail is effective in reducing the horizontal displacement of the pointed rail.(2)The defects of industrial and electrical interface for the switch,such as the size of the switch frame and the straightness of the basic rail and switch rail close fitting section exceeding the tolerance,the gap between the switch rail bottom and the sliding bed,and the deviation of the short sleeper,can be solved by improving the accuracy of switch laying.(3)Reducing the range of the second traction point of the pointed rail from the original design 84 mm to 75 mm,and the pulling force of the pointed rail from 5 173 N to 3 429 N are suggested.Adding irons at the center of the short sleeper after the second traction of the pointed rail to reduce the deformation of the pointed rail under load is suggested.It is recommended to use truss type turnout sleepers in the design of turnout structures to improve the accuracy of turnout laying.

urban rail transitturnoutsshort sleeperindustrial and electrical interface

王立川、孙善治、许晓峰、刘晶忠、何雪峰

展开 >

中铁上海工程局集团华海工程有限公司,上海 201100

武汉江腾铁路工程有限责任公司,武汉 430064

苏州轨道交通运营有限公司运营一分公司,苏州 215008

北京市地铁运营有限公司线路分公司,北京 100082

北京城建设计发展集团股份有限公司,北京 100037

展开 >

城市轨道交通 道岔 短枕 工电接口

2024

铁道勘察
中铁工程设计咨询集团有限公司

铁道勘察

影响因子:0.542
ISSN:1672-7479
年,卷(期):2024.50(6)