Detachable multi-order resonance track roadbed dynamical vibration absorption combined body
A technology of dynamic vibration reduction and assembly, applied in the track field, to achieve the effect of reducing low-frequency noise radiation, simple and easy to implement, and convenient for maintenance and replacement
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Embodiment 1
[0068] Example 1 - subway application:
[0069] This embodiment is aimed at the operating conditions of the subway: the vehicle speed range is 40-100km / h, the distance between the fasteners is 0.55-0.65m, the stiffness of the fasteners is 5-50kN / mm, and the minimum wheelbase is 2-3m.
[0070] Such as Figure 16 Said, track bed plate 5 is provided with sleeper 81, and rail 8 is arranged on sleeper 81, and subway car body 7 runs on rail 8, and wheel 72 is set under the bogie 71 of car body 7, two wheels 72 pieces of same bogie 71 The wheelbase 10 is a, the distance between adjacent bogies 9 is b, and the distance between rail supports 11 is l.
[0071] Figure 16 A simple schematic diagram is given for each frequency listed in Equations 1-3
[0072] Excitation frequency f through wheelbase ea =υ / a Eq(1a)
[0073] The excitation frequency f of the train passing the rail support spacing es =υ / l Eq(1b)
[0074] Bogie passing frequency f eb =υ / b
[0075] Here v is the vehic...
Embodiment 2
[0098] Example 2 - Intercity Railway Application
[0099] The operating conditions of the intercity railway are as follows: the vehicle speed range is 100-200km / h, the fastener spacing is 0.55-0.65m, the fastener stiffness is 10-50kN / mm, and the minimum wheelbase is 2-3m. From this the following frequency ranges can be calculated:
[0100] Train passing excitation frequency: 40-100Hz;
[0101] Rail support natural frequency P2 frequency range: 30-60Hz;
[0102] Therefore, the actual design resonant frequency range considered is 30-100Hz.
[0103] In this example, the 6th-order center frequency is used for resonance design, and the installation includes 3 rail travel cover assembly 1 with two resonant units. Each second-order resonant frequency is realized by vertical and transverse resonant modes, such as figure 2 The vertical resonance direction 33 of the multi-order resonance unit and the horizontal resonance direction 34 of the multi-order resonance unit are shown. The ...
Embodiment 3
[0106] Example 3: High-speed rail application
[0107] The high-speed rail operating conditions are as follows:
[0108] The vehicle speed range is 250-350km / h, the fastener spacing is 0.55-0.65m, the fastener stiffness is 10-50kN / mm, and the minimum wheelbase is 2-3m. From this, the following frequency range can be calculated:
[0109] Train passing excitation frequency: 100-160Hz; rail support natural frequency P2 frequency range: 30-60Hz
[0110] Therefore, the actual design resonance frequency range considered is 30-160Hz
[0111] In this example, the fourth-order center frequency is used for resonance design, and the track walking cover assembly 1 including two second-order resonance units is installed. The design resonance center frequencies of each resonance unit are 31.5Hz and 125Hz; and 63Hz and 160Hz, respectively. The two-order resonant center frequency is achieved by the resonant unit vertically and laterally respectively, such as figure 2 The vertical resonanc...
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