Mesh interface constrained damping ballast bed for vibration and noise reduction of subway and its preparation method
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 mesh 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 intermediate layer are all grid-shaped, and the grids of two adjacent layers match each other; the grid-shaped interface is composed of a plurality of raised grid units arranged in an orderly manner, and The grid units of two adjacent layers match each other; the middle layer is a multi-layer constrained damping layer, and the middle layer is composed of a damping material layer I, a hard interlayer and a damping material layer II arranged in sequence. 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. T...
Embodiment 2
[0040] The difference from Example 1 is that the grid 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 shape of the grid unit is a regular triangle, and the side length of the regular triangle is 350 mm; the height of the protrusion of the grid unit is 110 mm, and the distance between the grid units is 300 mm. 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. The hard interlayer and the damping material layer I and the hard interlayer and the damping material layer II are provided with a corundum layer inlaid on the surfaces of the two, and the quantity of the corundum is 4kg / m 2 , the particle size of the corundum is 1.6mm.
[0041] Different from Example 1, the preparation method of the gri...
Embodiment 3
[0050] The difference from Example 1 is that the grid 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 shape of the grid unit is a square, and the side length of the square is 400mm; the protrusion height of the grid unit is 90mm, and the distance between the grid units is 350mm. 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 grid interface const...
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