Train AEB system control decision method
A technology for controlling decision-making and trains. It is applied to the control system of the transportation center, locomotives, and railway car body parts, etc. It can solve the problems of high noise, no automatic emergency braking system, and large driver interference.
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Embodiment 1
[0051]Based on the camera and radar, the train track driving environment is depicted, obstacles and dangerous signals are identified through image processing and radar signal processing, and train information of the opposite train and the preceding train and track pedestrian information are obtained. The information of the opposite train includes the speed of the opposite train and the distance between the opposite train and the train; the information of the preceding train includes the speed of the preceding train and the distance between the preceding train and the train; distance.
[0052] S2. According to the obtained oncoming train information, preceding train information and track pedestrian information, calculate the time required for the train to collide with the opposite train, the preceding train and track pedestrians through the system management and control center;
[0053] According to the speed of the train and the information of the opposite train, calculate the...
Embodiment 2
[0063] The system management and control center adopts industrial computer, and the industrial computer is connected with the camera and radar through the Ethernet port. In this embodiment, the safety distance d is calculated by the industrial computer br .
[0064] S3. The system management and control center decides according to the time calculated above, whether to issue an early warning, and whether to force the train to start its automatic emergency braking system;
Embodiment 3
[0066] The automatic emergency braking system adopts different safety distances and braking methods according to different collision scenarios, including the following three scenarios:
[0067] (1), in the scene A where the train may collide with the opposite train, the inter-vehicle distance that needs to be maintained after the train stops is relatively large, take d 0 The initial value is 6.5m, the maximum braking deceleration of the opposite train and the train in question is only related to the wheel-rail adhesion coefficient, take a 2 = k·a 1 , k is the obstacle braking deceleration correction coefficient, if the two wheel rails are made of the same material, then k=1.
[0068] at this time
[0069] (2), in the scenario B where the train may collide with the vehicle in front, take d 0 The initial value is 5.5m, also take a 2 = k·a 1 ,at this time
[0070]
[0071] (3), under the scenario C where the train may collide with pedestrians on the track, take d 0 Th...
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