Technologies for energy generating multilayer composite material for pad application in transportation systems
US-2025330105-A1 · Oct 23, 2025 · US
US11965293B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-11965293-B2 |
| Application number | US-202117160767-A |
| Country | US |
| Kind code | B2 |
| Filing date | Jan 28, 2021 |
| Priority date | Jan 29, 2020 |
| Publication date | Apr 23, 2024 |
| Grant date | Apr 23, 2024 |
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The present disclosure is directed to impact-attenuating pathways that can be easily installed in outdoor areas, such as an outdoor area associated with a senior or assisted living facility. The impact attenuating pathways of the present disclosure provide a natural looking path having impact attenuation properties that can help prevent life threatening injuries. In addition to the impact attenuation properties, the pathway is configured to withstand regular wear from shoes, canes, crutches, and the like. The impact-attenuating pathway comprises a firm base layer, such as concrete; a cushion layer positioned on top of the base layer; and a wear layer positioned on top of the cushion layer.
Opening claim text (preview).
What is claimed: 1. An impact attenuating pathway system comprising: an impact attenuating pathway having a. a firm base layer; b. a cushion layer positioned on top of the base layer; and c. a wear layer positioned on top of the cushion layer; and a ground surface adjacent to the pathway; wherein each of the base layer, the cushion layer, and the wear layer comprises a first side edge and a second side edge, each of the side edges being angled less than 70° and greater than 10° with respect to the ground surface adjacent to the pathway; and wherein the ground surface adjacent to the pathway comprises loose fill material that at least partially covers the first side edge and the second side edge of the pathway so that a top surface of the wear layer is substantially planar with the adjacent ground surface. 2. The impact attenuating pathway system of claim 1 , wherein the pathway is configured to achieve a Head Injury Criterion (HIC) score less than 750 (at each of three temperatures: −6° C., 23° C., and 49° C.) at a cushion layer thickness of 2.0 inches or less and a wear layer thickness of 0.75 inches or less, as tested by ASTM F1292-18 at a specified impact height of 4 feet. 3. The impact attenuating pathway system of claim 1 , wherein each of the first and second side edges is angled less than 60° with respect to the adjacent ground surface. 4. The impact attenuating pathway system of claim 3 , wherein each of the first and second side edges is angled greater than 20° with respect to the adjacent ground surface. 5. The impact attenuating pathway system of claim 1 , wherein the pathway is configured to withstand regular wear from shoes, canes, crutches, and the like over a period of at least 5 years. 6. The impact attenuating pathway system of claim 1 , wherein the cushion layer has a thickness between an upper surface and a lower surface that is between 1.5 inches and 3 inches. 7. The impact attenuating pathway system of claim 1 , wherein the wear layer has a thickness between an upper surface and a lower surface that is between 0.4 inches and 1 inch. 8. The impact attenuating pathway system of claim 1 , wherein the base layer is concrete. 9. The impact attenuating pathway system of claim 1 , wherein the cushion layer comprises a blend of a. a rubber component; and b. a binder. 10. The impact attenuating pathway system of claim 9 , wherein the rubber component has a mean Shore A durometer less than 80. 11. The impact attenuating pathway system of claim 9 , wherein the binder makes up between 4% and 10% of the blend. 12. The impact attenuating pathway system of claim 9 , wherein the rubber component comprises rubber chunk, tire buffings, or a combination thereof. 13. The impact attenuating pathway system of 12 , wherein the rubber component is at least 50% rubber chunk. 14. The impact attenuating pathway system of claim 1 , wherein the wear layer comprises a blend of a. rubber granules; and b. a binder. 15. The impact attenuating pathway system of claim 14 , wherein the rubber granules are sized between 1 and 4 mm. 16. The impact attenuating pathway system of claim 14 , wherein the rubber granules comprise thermoplastic vulcanizates (TPV) granules. 17. The impact attenuating pathway system of claim 14 , wherein the binder makes up between 15% and 25% of the wear layer blend. 18. A method of attenuating the impact of a person falling, the method comprising providing an outdoor area with the impact attenuating pathway system of claim 1 . 19. The method of claim 18 , wherein the outdoor area is associated with a senior or assisted living facility. 20. An impact attenuating pathway system comprising: an impact attenuating pathway having a. a concrete base layer; b. a cushion layer positioned on top of the base layer, the cushion layer comprising a blend of a rubber component and a binder; and c. a wear layer positioned on top of the cushion layer, the wear layer comprising a blend of rubber granules and a binder; and a ground surface adjacent to the pathway; wherein the pathway comprises a first side edge and a second side edge, each of the side edges being angled less than 70° and greater than 10° with respect to the adjacent ground surface; and wherein the adjacent ground surface comprises loose fill material that at least partially covers the first side edge and the second side edge of the pathway so that a top surface of the wear layer is substantially planar with the adjacent ground surface.
Pavings specially adapted for footpaths, sidewalks or cycle tracks · CPC title
characterised by material or composition used, e.g. waste or recycled material (E01C3/006, E01C3/04 and E01C3/06 take precedence) · CPC title
Foundations, e.g. with drainage or heating arrangements {(E01C13/003, E01C13/083, E01C13/10 take precedence; drainage of soil E02B11/00)} · CPC title
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