| 1. | Simple underground track points ; 50 m radius , 1 : 7 inclination ; geometric dimensions
简易的地下矿道交叉点.半径50m .斜度1 : 7 .几何尺寸 |
| 2. | Simple underground track points ; 30 m radius , 1 : 6 inclination ; geometric dimensions
简易的地下矿道交叉点.半径30m .斜度1 : 6 .几何尺寸 |
| 3. | Simple underground track points ; 20 m radius , 1 : 5 inclination ; geometric dimensions
简易的地下矿道交叉点.半径为20m ，斜度为1 : 5 .几何尺 |
| 4. | Crossings for simple underground track points ; 20 m radius , 1 : 5 inclination , 600 mm gauge
简易地铁轨道道岔交叉口.半径为20m斜度1 : 5轨距60 |
| 5. | Check rail device for simple underground track points ; 50 m radius , 1 : 7 inclination , 600 mm gauge
简易的地下矿道交叉点的道轨试验装置.半径50m .斜度1 |
| 6. | Check rail device for simple underground track points ; 20 m radius , 1 : 5 inclination , 600 mm gauge
简易的地下矿道交叉点的道轨试验装置.半径20m ，斜度1 |
| 7. | Check rail device for simple underground track points ; 30 m radius , 1 : 6 inclination , 600 mm gauge
简易的地下矿道交叉点的道轨试验装置.半径30m .斜度1 |
| 8. | Mine railways ; wheel profils for locomotives and cars ; example of simple track point for the wheel profile b
矿山轨道.机车和汽车车轮截面. b形截面车轮的简单道岔 |
| 9. | The amount of track points , including the double cusp points , which could be mostly realized by this kind of synthetic problems , was analyzed
分析了包括双尖点在内，该类综合问题最多能实现的轨迹点数目。 |
| 10. | On the basis of the given amount of conventional track points , three kinds of correlated feasible calculation schemes were designed and verifications of the correlated numerical computation example were presented
根据给定的常规轨迹点数目，设计了相应的3种可行计算方案，并给出了相关数值算例验证。 |
