Visual high-speed train roadbed granule vibration-subsidence recapitulation model test system

A model test, high-speed railway-based technology, applied in the direction of individual particle analysis, particle and settlement analysis, measuring devices, etc., can solve the problems of increasing uneven deformation, affecting the safety of train operation, and failure to detect deterioration in time, so as to achieve an intuitive test process Effect

Inactive Publication Date: 2017-09-05
TONGJI UNIV
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  • Claims
  • Application Information

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Problems solved by technology

The study found that when the high-speed train is running in the speed range of 380km/h to 400km/h, the railway subgrade will appear in a quasi-resonant state, and the uneven deformation will increase significantly, seriously affecting the safety of train operation
Moreover, there are periodic inter...

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  • Visual high-speed train roadbed granule vibration-subsidence recapitulation model test system
  • Visual high-speed train roadbed granule vibration-subsidence recapitulation model test system
  • Visual high-speed train roadbed granule vibration-subsidence recapitulation model test system

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Embodiment

[0041] The following is a detailed description of the simulated test as an example.

[0042] (1) Prepare the subgrade model: fill the test model in the test box with a size of 1000mm×600mm×300mm according to the laying form of the ballasted track subgrade, and the compactness of each layer of material shall be compacted according to the "High-speed Railway Design Code" TB10621-2009. Reality.

[0043] (2) The amplitude of the loading force of the exciter is 2.2kN according to the similarity ratio, and the waveform is a custom M-shaped wave. Calculation of the control parameters of the vibrator: assuming that the distance between adjacent fasteners in the model is L, the train speed is V, the loading frequency of the vibrator is f, and the phase difference of the vibration waveform of the adjacent vibrator is It is known that a wheel axle load is borne by 5 fasteners, then the exciter frequency is calculated according to the following formula:

[0044]

[0045] Adjacent ex...

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Abstract

The invention relates to a visual high-speed train roadbed granule vibration-subsidence recapitulation model test system, which comprises a model test box, a distributive high-frequency loading device, a roadbed nonuniform deformation regulation device, a visual monitoring device and a work station, wherein the model test box is used for simulating a ballast track roadbed form and a ballastless track roadbed form; the distributive high-frequency loading device is used for simulating dynamic load generated in the advancing process of a high-speed train, and regulating the waveform, the amplitude value, the frequency and the phase difference of the dynamic load; the roadbed nonuniform deformation regulation device is used for quantificationally controlling and simulating the roadbed longitudinal nonuniform deformation; the visual monitoring device comprises a high-speed camera and a light source in opposite arrangement with the model test box, and is used for shooting a roadbed longitudinal cross section image in the model test box; the work station is connected with the distributive high-frequency loading device, the roadbed nonuniform deformation regulation device, the high-speed camera and the light source, and is used for realizing the experiment control and obtaining the roadbed longitudinal cross section image for analysis and processing. Compared with the prior art, the visual high-speed train roadbed granule vibration-subsidence recapitulation model test system has the advantages of precise simulation, intuition, accuracy and the like.

Description

technical field [0001] The invention relates to the field of roadbed dynamics, in particular to a visual high-speed railway foundation particle body vibration subsidence replay model test system. Background technique [0002] As a common form of track support structure, subgrade is widely used in the construction of high-speed railway lines in my country. With the continuous improvement of train speed and comfort requirements, the deformation of railway subgrade during operation has also attracted more and more attention. The study found that when the high-speed train is running in the speed range of 380km / h to 400km / h, the railway subgrade will appear in a quasi-resonant state, and the uneven deformation will increase significantly, seriously affecting the safety of train operation. Moreover, there are periodic intervals in roadbed maintenance, so that the deterioration in actual service cannot be detected in time. Therefore, it is very necessary to conduct in-depth resear...

Claims

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Application Information

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IPC IPC(8): G01N15/00G01N15/10
CPCG01N15/00G01N15/10G01N2015/1075
Inventor 肖军华张骁张德王炳龙熊聪聪
Owner TONGJI UNIV
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