Real-time and reliable parking control method for freight train derailment
A technology for freight trains and control methods, which is applied in railway braking systems, railway signaling and safety, etc., can solve the problems of missed or misjudged mechanical alarm devices, setting of control devices, and affecting the accurate judgment or normal operation of train derailment.
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Embodiment 1
[0214] Embodiment 1, taking the flood disaster as an example
[0215] Solving the space vibration equation of the train-track system, Equation (10), because the flood disaster only exists damage to the track structure, most of which are reflected in the under-rail foundation being washed away by the flood, that is, the support of the lower part of the rail row in the track structure fails; therefore, the In the track model, the spring coefficient and damping coefficient in all directions of the ballast bed are set to 0, that is, K1, K2, K3, C1, C2, and C3 are all 0; Under unfavorable working conditions, the lateral displacement y of the bogie at time t of Δz=25mm is obtained t =-69.4mm and the lateral displacement V of the corresponding position of rail I or steel pair II and bogie Ι,ΙΙ =-8.6mm, using sine function to simulate track lateral irregularity data y ior=-2.6mm, according to Δ tt =y t -V Ι,ΙΙ -y ior Get the lateral relative displacement of bogie and rail Δ tt ...
Embodiment 2
[0217] Embodiment 2, take landslide as example
[0218] The impact of landslides on freight trains is manifested in the impact of foreign objects such as sand, gravel, and soil on the carriages of the trains, causing derailment of the trains, and exerting a lateral force F on the freight train body. HP = 350kN, solve the space vibration equation of the train-track system, formula (10), and get the lateral displacement y of the bogie at the time t of Δz=25mm t =-73.3mm and the lateral displacement V of the corresponding position of rail I or steel pair II and bogie Ι,ΙΙ =-5.2mm, using sine function to simulate track lateral irregularity data y ior =3.1mm, according to Δ tt =y t -V Ι,ΙΙ -y ior Get the lateral relative displacement of bogie and rail Δ tt =71.2mm ("-" means opposite to the coordinate direction);
[0219] A train wheel derailment detection device is installed on the vehicle bogie, and the train wheel derailment detection device controls the vehicle braking s...
Embodiment 3
[0220] Embodiment 3, take the gale disaster as an example
[0221] The impact of strong winds on freight trains is often manifested as overturning, blowing over or derailing accidents on freight trains. The environmental conditions of strong winds are: the instantaneous wind speed reaches 17m / s, and the maximum wind speed within the calibrated wind speed range of 8 to 10 is selected for calculation; - The spatial vibration equation of the track system, formula (10), obtains the lateral displacement y of the bogie at the time t of Δz=25mm t =-92.2mm and the lateral displacement V of the corresponding position of rail I or steel pair II and the bogie Ι,ΙΙ =-8.2mm, using sine function to simulate track lateral irregularity data y ior =3.3, according to Δ tt =y t -V Ι,ΙΙ -y ior Get the lateral relative displacement of bogie and rail Δ tt =87.3mm ("-" means opposite to the coordinate direction);
[0222] A train wheel derailment detection device is installed on the vehicle b...
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