Composition for vibration damping

• US 5,335,463 A
• Filed: 09/16/1991
• Issued: 08/09/1994
• Est. Priority Date: 09/16/1991
• Status: Expired due to Fees

• Current Assignee: Reinhall, Per
• Original Assignee: Reinhall, Per
• Inventors: Reinhall, Per
• Primary Examiner(s): Friedman, Carl D.
• Assistant Examiner(s): Aubrey, Beth A.
• Application Number:
  US07/760,163
• Time in Patent Office: 1,058 Days
• Field of Search: 52/173 R, 52/167 R, 52/573, 428/463
• US Class Current: 52/167.1
• CPC Class Codes: E04B 1/98 against vibrations or shocks on foundations E02D31/08; against mechanical destruction, e.g. by air-raids against incendiary damage only E04B1/94; finishing work therefor E04F; buildings withstanding earthquake or the like, shelters, arrangements of splintercatching walls E04H9/00
• CPC Class Codes: F16F 1/376 having projections, studs, serrations or the like on at least one surface F16F1/3835 , F16F1/387 take precedence
• CPC Class Codes: F16F 1/377 having holes or openings F16F1/37 , F16F1/387 take precedence
• CPC Class Codes: F16F 9/306 of the constrained layer type, i.e. comprising one or more constrained viscoelastic layers

Abstract

A composition for vibration damping of a structure releasing vibrational energy through its surface is disclosed. The composition includes either a substantially non-homogeneous visco elastic damping layer on the surface of the structure, or a visco elastic damping layer that is either homogeneous or non-homogeneous discontinuously attached to the surface of the structure. The non-homogeneity of the damping layer is caused by substantially planar voids, substantially spherical voids, or particles. The discontinuous attachment of the damping layer and the surface of the structure is caused by a plurality of grooves, indentations, or by the presence of a non-adhesive material where the damping layer and the surface structure are not secured.

Claims

1. A composition for vibration damping of a structure releasing vibrational energy through its surface, said composition comprising:

an elastromeric damping layer on the surface of the structure such that the vibrational energy released through the surface of the structure is converted into strain energy and is dissipated as heat by said damping layer, said damping layer being discontinuously attached to the surface of the structure such that the strain energy dissipated as heat by said damping layer is increased.

2. The composition of claim 1 further comprising:

an adhesive layer discontinuously attaching said damping layer to the surface of the structure.

3. The composition of claim 1 further comprising:

at least a second damping layer attached to said damping layer such that multiple damping layers are present.

4. The composition of claim 3 further comprising:

adhesive layers attaching said multiple damping layers.

5. The composition of claim 3 wherein at least some of said multiple damping layers are discontinuously attached.

6. The composition of claim 3 wherein at least some of said multiple damping layers are substantially non-homogenous.

7. The composition of claim 1 wherein said damping layer is substantially non-homogeneous.

8. The composition of claim 1 further comprising:

a stiff constraint layer on said damping layer, said stiff constraint layer increasing the strain energy that is dissipated as heat by said damping layer.

9. The composition of claim 5 wherein said stiff constraint layer is discontinuously attached to said damping layer.

10. The composition of claim 1 wherein said discontinuous attachment of said damping layer to the surface of the structure includes at least one of a plurality of grooves, a plurality of indentations, and a configuration of material non-adhesive with respect to at least one of the structure releasing vibrational energy and said damping layer.

11. The composition of claim 10 wherein said discontinuous attachment is in a pattern having points of intersection therein.

12. The composition of claim 10 wherein said discontinuous attachment is in a pattern lacking points of intersection therein.

13. The composition of claim 10 wherein said discontinuous attachment is in a parallel pattern.

14. The composition of claim 10 wherein said discontinuous attachment is in an aparallel pattern.

15. The composition of claim 10 wherein said discontinuous attachment is interrupted by points of attachment of said damping layer and the surface of the structure.

16. The composition of claim 1 further comprising a second structure releasing vibrational energy through its surface, said damping layer being between the surface of the structure releasing vibrational energy and the surface of the second structure releasing vibrational energy.

17. A composition for vibration damping of a structure releasing vibrational energy through its surface, said composition comprising:

a damping layer on the surface of the structure, said damping layer converting vibrational energy into strain energy and dissipating the strain energy as heat, said damping layer being substantially non-homogeneous and being discontinuously attached to the surface of the structure such that the strain energy dissipated as heat by said damping layer is increased.

18. A method of vibrational damping a structure releasing vibrational energy through its surface, comprising the step of:

forming a damping layer on the surface of the structure such that vibrational energy released through the surface of the structure is converted into strain energy and is dissipated as heat by said damping layer, said damping layer being discontinuously formed to the surface of the structure such that the strain energy dissipated as heat by said damping layer is increased.

19. A composition for vibration damping of a structure releasing vibrational energy through its surface, said composition comprising:

a visco-elastic damping layer on the surface of the structure such that the vibrational energy released through the surface of the structure is converted into strain energy and is dissipated as heat by said damping layer, said damping layer being discontinuously attached to the surface of the structure such that the strain energy dissipated as heat by said damping layer is increased.