站场设计原则及有关技术标准
Station and Yard Design Principles and Relevant Technical Standards
1. 车站站型  Station layout
车站除西伯库仑站到发场和边检场按纵列式布置外，其它均采用横列式布置。（详见示意图）。
Except the receiving-departure yard and frontier inspection yard at the Shivee Khuren station, which adopt tandem layout, other stations adopt horizontal layout. (See schematic plan for details)
（1）西伯库仑站设到发场和边检场，两场按纵列式布置，其中到发场设正线1条，到达线3条，预留2条，出发线4条，预留2条，有效长按1050m设计，轨道衡线1条，机待线1条，边检场距到发场4.2公里靠近边境设置，设边检线2条（含正线）。
The Shivee Khuren station includes the receiving-departure yard and frontier inspection yard with tandem layout. The receiving-departure yard has one main line, three receiving tracks with other two reserved, four departing tracks with other two reserved, with effective length designed as 1050m, one railway scale track and one locomotive waiting track; the frontier inspection yard, located 4.2km away from the receiving-departure yard toward the frontier, has two frontier inspection tracks(including the main line).
（2）那林苏海特站设到发线（含正线）6条，预留1条，装车线1条，有效长按1050m设计，边修线1条，油罐车停留线3条，卸油线2条，机车回转线1条，牵出线1条。设机务段1处。由于地形限制牵出线有效长按半列设置。
The Nariin Sukhait station includes six receiving-departure tracks (including the main line) with another track reserved, one loading track, with effective length designed as 1050m, one side repair track,three oil tanker stay tracks, two unloading tracks, one turning track and one lead track.It also includes one locomotive depot. Due to terrain restrictions, effective length of the lead track is determined on the basis of half-train.
（3）30公里站设到发线（含正线）3条。
30km station includes three receiving-departure tracks (including the main line)

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道岔Switch
1) 正线上的道岔，其轨型应与正线轨型一致。站线上的道岔,其轨型不应低于连接的主要线路的轨型；当其高于所连接线路的轨型时，道岔前后各铺长度不小于6.25m与道岔同类型的钢轨或异型轨，除两相邻道岔间外，不得插入两根及以上短轨。
Switches at main line shall be identical to the rail in shape. Switches at station track shall not be less than that of main line they connect; otherwise, no less than 6.25m of steel rail or deformed rail shall be laid at both the front and rear of the switch. And other than between two neighboring switches, short rail inserted shall not exceed one piece.
2) 新建站内正线及侧向接发旅客列车的道岔（除那林苏海特站）均采用12号道岔（60kg/m12号图号SC330  a-16.853m，b-21.054m，50kg/m12号图号专线4257  a-16.853m，b-21.054m）。那林苏海特站为尽头式车站，受地形条件的限制，为缩短站坪，站内正线及侧向接发旅客列车的道岔可采用9号道岔（60kg/m9号图号cz577  a-13.839m，b-15.73m，50kg/m9号图号专线专线(02)4151  a-13.839m，b-15.009m）。
Switches for in-station main line and for lateral reception and departure of passenger train(except the Nariin Sukhait station) adopt NO.12 switch(60kg/m, No.12, Drawing SC330 a-16.853m,b-21.054m, 50kg/m, No.12, Drawing Special Line 4257 a-16.853m,b-21.054m). The Nariin Sukhait station is a dead-end station and has a downsized site due to terrain restrictions. Switches for in-station main line and for lateral reception and departure of passenger trains may adopt NO.9 switch (60kg/m NO.9 Drawing cz577 a-13.839m, b-15.73m, 50kg/m No.9 Drawing Special Line(02) 4151 a-13.839m，b-15.009m).
3) 用于其它线路的单开道岔或交分道岔不得小于9号道岔。
Simple switch or slip switch for other tracks shall not be smaller than NO.9 switch.
4) 正线上不应采用复式交分道岔。
Compound slip switch shall not be adopted at the main line.
5) 非联锁区采用混凝土岔枕道岔时，设计为电动道岔。
Concrete crossing sleeper switch adopted at non-interlock zone is designed as the electric switch.
6) 相邻道岔间插入最小钢轨长度
Minimum length of the steel rail inserted between the neighboring switches
正线上道岔对向或顺向布置时，插入钢轨长度不小于12.5m。到发线、其它站线上的所有道岔，采用混凝土道岔，对向布置时插入钢轨长度不小于6.25m，到发线有旅客列车同时通过两侧线时，道岔间插入钢轨的最小长度一般情况应为12.5m，顺向布置时插入钢轨长度不小于12.5m，9号道岔困难条件可采用8.0m。
When switches at the main line are placed in the opposite or same direction, the length of the rail between the switches shall not be less than 12.5m. All switches at receiving-departure track and other station tracks adopt concrete switches and the length of the rail between the switches shall not be less than 6.25m when they are placed in the opposite direction. When passenger trains pass both tracks of the receiving-departure track, the length of the rail between the switches shall be 12.5m in general, not less than 12.5m when they are placed in the same direction and may take 8.0m when No.9 switch present difficulties.
（四）站场路基  Station and Yard Subgrade
1. 路基一般设计原则  General Design Principles for Subgrade
(1) 正线路基形式及宽度Form and Width of Main Line Subgrade
1) 路基面基本宽度  Basic Width of Subgrade Surface
直线地段路基面宽度 7.7m，路基面形状为三角形，由路基中心线向两侧设4%的人字排水坡。曲线加宽时，仍保持三角形。
Subgrade surface at straight sections is 7.7m wide and has a triangle shape, with a 4% gradient double-pitch drainage slope set from the center of the subgrade toward two sides. When the curve widens, the triangle shape shall be retained.
2) 曲线地段路基加宽要求 Requirement of Subgrade widening at Curved Sections