Sawtooth interface constraint damping track bed applied to vibration and noise reduction of subway
A technology of vibration reduction, noise reduction, and restraint damping, which is applied to roads, tracks, ballast layers, etc., can solve problems such as insignificant vibration reduction effects, slippage of ballast bed structures, and decline in vibration reduction effects, and achieve good train impact resistance and Anti-fatigue performance, prevention of relative slip and wavy wear, effects of increasing impact resistance and fatigue resistance
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Embodiment 1
[0030] The serrated interface constrained damping ballast bed for subway vibration and noise reduction includes a concrete base, a constrained layer and an intermediate layer between them. The length of the ballast bed is 12-15m, and the width is 3-5m. The concrete base layer, constraining layer and middle layer are all zigzag, and the sawtooth of adjacent two layers matches each other; The middle layer is a multi-layer constrained damping layer, and the middle layer is composed of damping material layers I, Composition of hard interlayer and damping material layer II. The damping material layer I is located on the side close to the concrete base, and the damping material layer II is located on the side close to the constraint layer. The damping material layer is polyurethane-urea damping material. The hard interlayer is an epoxy resin layer with a Shore D hardness of 65.
[0031] Wherein, the sawtooth interface is composed of a plurality of sawtooth units arranged in paral...
Embodiment 2
[0040] The difference from Example 1 is that the sawtooth interface constrains the damping ballast bed for vibration and noise reduction of the subway, and the hard interlayer is an epoxy resin layer with a Shore D hardness of 64. The protrusion height of the sawtooth is 90 mm, the top angle of the vertical section of the sawtooth unit is 80°, and the bottom angle of the vertical section is 5°. Wherein, the thicknesses of the damping material layer I, the hard interlayer and the damping material layer II are all 1.6mm; the thicknesses of the concrete base layer and the constrained layer are all 0.25m. Between the hard interlayer and the damping material layer I and between the hard interlayer and the damping material layer II, there is a corundum layer inlaid on the surfaces of the two, and the quantity of the corundum is 4.0kg / m 2 , the particle diameter of the corundum is 1.6mm.
[0041] Different from Example 1, the preparation method of the sawtooth interface constrained ...
Embodiment 3
[0050] The difference from Example 1 is that the sawtooth interface constrains the damping ballast bed for vibration and noise reduction of the subway, and the hard interlayer is an epoxy resin layer with a Shore D hardness of 66. The protrusion height of the sawtooth is 110mm, the top angle of the vertical section of the sawtooth unit is 70°, and the bottom angle of the vertical section is 10°. Wherein, the thicknesses of the damping material layer I, the hard interlayer and the damping material layer II are all 2.5mm; the thicknesses of the concrete base layer and the constrained layer are all 0.22m. Between the hard interlayer and the damping material layer I and between the hard interlayer and the damping material layer II, there is a corundum layer inlaid on the surfaces of the two, and the quantity of the corundum is 3.5kg / m 2 , the particle diameter of the corundum is 1.8mm.
[0051] Different from Example 1, the preparation method of the sawtooth interface constrained...
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