1、曲曲线线内内股股缩缩短短轨轨配配置置计计算算表表配轨里程曲头ZH:K16+453.565标准轨长度(m)25.0曲尾HZ:K16+682.349曲线半径R(m)454.5缩短轨型号(m)24.920曲线长度(m)228.784缩短量(mm)80 缓和曲线长度(m)70曲线总缩短量(mm)524圆曲线长度(m)88.784使用缩短轨的根数(根)7 末端增40mm缩短轨1根拟选缩短轨长度24.9174917491749进入曲线第一个接头的距离(m)6.435起始接头号1铺轨时预留轨缝(mm)8接头编号到达里程ZH点到钢轨接头的距离(m)计算缩短量(mm)钢轨类型实际缩短量(mm)接头错开量(mm)
2、备注1K16+460.0006.4351标01进入缓和曲线6.435m2K16+485.00831.44323标023进入缓和曲线31.443m3K16+510.01656.45175缩8080-5进入缓和曲线56.451m4K16+535.02481.459153缩80160-7进入圆曲线11.459m5K16+560.032106.467236缩80240-4进入圆曲线36.467m6K16+585.040131.475318缩80320-2进入圆曲线61.475m7K16+610.048156.483401缩804001进入圆曲线86.483m8K16+635.056181.491471
3、缩80480-9进入缓和曲线22.707m9K16+660.064206.499512标48032进入缓和曲线47.715m10K16+685.072231.507524缩80560-36出缓和曲线2.723m11K16+710.080256.515524标560-36出缓和曲线27.731m12K16+735.088281.523524标560-36出缓和曲线52.739m13K16+760.096306.531524标560-36出缓和曲线77.747m注意到达里程的计算25.024.920805247 末端增40mm缩短轨1根6.4358备注进入缓和曲线6.435m进入缓和曲线31.443m进入缓和曲线56.451m进入圆曲线11.459m进入圆曲线36.467m进入圆曲线61.475m进入圆曲线86.483m进入缓和曲线22.707m进入缓和曲线47.715m出缓和曲线2.723m出缓和曲线27.731m出缓和曲线52.739m出缓和曲线77.747m