Strip-shaped interface constraint damping track bed for subway vibration and noise reduction
A technology for vibration reduction, noise reduction and restraint damping, which is applied in the directions of roads, tracks, ballast layers, etc., can solve the problems of insignificant vibration reduction effect, slippage of the track bed structure, and reduced vibration reduction effect, and achieves good resistance to train impact and performance. Fatigue resistance, prevention of relative slip and wavy wear, effect of increasing impact resistance and fatigue resistance
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Embodiment 1
[0030] The strip 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, the constrained layer and the middle layer are all strip-shaped, and the strips of two adjacent layers match each other; the middle layer is a multi-layer constrained damping layer, and the middle layer is composed of damping material layers arranged in sequence I. The composition of the hard interlayer and the 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 strip-shaped interface is composed of a pl...
Embodiment 2
[0040] The difference from Example 1 is that the strip 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 raised height of the strip is 100mm, the width of the strip is 360mm, and the width between two adjacent strips is 380mm. 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 strip interface constrained damping ballast bed for subway vibration and no...
Embodiment 3
[0050] The difference from Example 1 is that the strip 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 raised height of the strip is 110 mm, the width of the strip is 400 mm, and the width between two adjacent strips is 300 mm. 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 size of the corundum is 1.8mm.
[0051] Different from Example 1, the preparation method of the strip interface constrained damping ballast bed for subway vibration and noi...
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