区段站课程设计

区段站课程设计

交通运输学院区段站课程设计

指导教师评语及成绩

兰州交通大学交通运输学院课程设计任务书

所在系：交通运输课程名称：站场与枢纽设计指导教师（签名）：

专业班级：学生姓名：学号：

三、课程设计的主要内容和要求（包括原始数据、技术参数、设计要求、工作量要求等）

（一）原始数据

1、车站在线路上的位置及衔接方向

2、运量

A B C 本站计

A 6＋25＋0＋

3＋10＋0＋

1＋0＋0＋

5

10＋35＋0＋

5

B 6＋18＋0＋0 0＋5＋0＋0 0＋0＋3＋

6＋23＋3＋0

C 3＋17＋0＋0 0＋3＋0＋0 0＋0＋2＋

3＋20＋2＋0

本

站

1＋0＋0＋5 0＋0＋3＋0 0＋0＋2＋0 1＋0＋5＋5

计10＋35＋0＋

5

6＋28＋3＋

3＋15＋2＋

1＋0＋5＋

5

注：客＋直＋区段＋摘挂

目录

第一章原始资料分析

1.1原始资料 (1)

1.2分析 (2)

第二章车站基本布置图选择

2.1.车站类型确定

2.2.各项设备互相位置的确定·······················································

2.2.1客运业务设备及客运业务运转设

备·············································

2.2.2货物运转设备·································································

2.2.3机务设备······································································

2.2.4货运业务设备·································································

2.2.5车辆设备······································································

2.3第三方向引入位置·····························································

2.4、根据以上分析，绘出车站原则性配置············································

第三章各项设备的设计和计算

3.1、各项设备数量的确定···········································

·················

3.1.1到发线的数量··································································

3.2.3确定咽喉区的平行进路数量····················································

3.2.4确定线路间距··································································

3.2.5到发线路的分组确定到发线的使用············································

3.2.6道岔、渡线、梯线的布置······················································

3.2.7咽喉长度、到发线有效长、车站全长的计算····································

3.2.7.1咽喉区相邻道岔间距计算···················································

3.2.7.2道岔中心、警冲标、出站信号机、尽头式机待线车挡坐标的计算···········

3.2.7.3线路有效长的计

算···························································

第四章总结

4.1、不足与遗

憾·····························································

4.2、收获与体

会·····························································

第五章参考文献

第一章原始资料分析

1、原始资料

1、单线铁路区段站D在铁路上的位置如下：

2、到发线有效长：850m。

3、各衔接方向限制坡度：A、B、C三方向均为6‰，其到发线有效长为850米。

4、机车类型

（1）货运机车：东风4，长度21.1m，自重135t；

（2）客运机车：东风，长度17.0m，自重124t；

（3）货车平均静载重58.0t，平均自重22.0t，货车平均长度13.85m。

5、机车交路

本站为货运机车基本段，三方向均采用肩回交路。货运机车都入段，客运机车不入段

6、行车联络方法：

（1）甲方向为继电半自动，乙方向为继电半自动。

（2）道岔操纵方式为电气集中。

（3）正线用高柱色灯信号机，站线用矮柱色灯信号机。

7、该站平均每昼夜行车量（列数）见下表。

A B C 本站计

A 6＋25＋0

＋0

3＋10＋0

＋0

1＋0＋0

＋5

10＋35＋

0＋5

B 6＋18＋0

＋0

0＋5＋0

＋0

0＋0＋3

＋0

6＋23＋3

＋0

C 3＋17＋0

＋0

0＋3＋0

＋0

0＋0＋2

＋0

3＋20＋2

＋0

本站1＋0＋0

＋5

0＋0＋3

＋0

0＋0＋2

＋0

1＋0＋5

＋5

计10＋35＋

0＋5

6＋28＋3

＋0

3＋15＋2

＋0

1＋0＋5

＋5