Vibration damper

Information

  • Patent Grant
  • 8113495
  • Patent Number
    8,113,495
  • Date Filed
    Monday, December 1, 2008
    15 years ago
  • Date Issued
    Tuesday, February 14, 2012
    12 years ago
  • Inventors
  • Examiners
    • Williams; Thomas J
    Agents
    • Tarolli, Sundheim, Covell & Tummino LLP
Abstract
A vibration damper comprises a vibration dampening structure and a load bearing plate disposed on the vibration dampening structure. The vibration dampening structure includes a slip resistant layer and at least one foam layer disposed between the slip resistant layer and the load bearing plate. A resilient mounting layer is disposed on the load bearing plate. The vibration damper may act directly between an underlying support surface and equipment or may act between the underlying support surface and a sheet of flooring.
Description
FIELD OF THE INVENTION

The present invention relates generally to noise and vibration absorption and more particularly, to vibration damper for mitigating noise and vibration.


BACKGROUND OF THE INVENTION

Unwanted noise and vibration is common in many environments. Although such noise and vibration can be tolerated in some cases, in many situations it cannot thus requiring structures and/or equipment to be isolated from the sources of noise and vibration. For example, in many circumstances, noise is generated on horizontal surfaces such as floors due to various, impacts. This noise often propagates into surrounding structures creating undesirable noise and vibration pollution. In commercial environments, large commercial and industrial machinery and equipment, which vibrates during use, often results in impact and/or vibrational noise passing through the floor and into adjacent structures. In residential environments, exercise equipment such as treadmills, Jacuzzi tubs, whirlpool baths and hot tubs, which vibrate during use, result in impact and/or vibrational noise passing into adjacent structures. In environments where sensitive measurement or high-tolerance equipment such as MRI devices and CNC machines is operating, it is necessary to isolate such equipment from vibration to ensure accurate and proper operation.


Techniques to dampen noise and vibration have of course been considered, and many different types of vibration mitigating mats and pads to absorb vibration exist. For example, U.S. Pat. No. 6,796,096 to Heath discloses an impact absorbing surface covering for high traffic areas. The impact absorbing surface covering includes a shock pad of recycled closed cell foam and an impervious wear surface thereon.


U.S. Pat. No. 4,002,315 to Van Goubergen discloses a vibration damper in the form of a stackable mat formed of dampening material. Projections are provided on the upper and lower surfaces of the mat.


Also, floating floors to accommodate vibration and/or structure shifts and settling exist. Unfortunately, to-date these solutions to deal with unwanted noise and vibration have proven either to be inadequate, too expensive and/or too complicated. As will be appreciated, there exists a need for an effective, simple and inexpensive noise and vibration dampening device.


It is therefore an object of the present invention to provide a novel vibration damper.


SUMMARY OF THE INVENTION

Accordingly, in one aspect there is provided a vibration damper comprising a vibration dampening structure and a load bearing plate disposed on the vibration dampening structure.


In one embodiment, the load bearing plate is a steel plate adhered to the vibration dampening structure. The vibration dampening structure includes a layer of slip resistant material and at least one layer of foam material disposed between the slip resistant layer and the load bearing plate. The layer of slip resistant material is formed of recycled bound rubber product and has a contoured bottom surface. The contoured bottom surface has variations in thickness and comprises an array of peaks and valleys giving the bottom surface an “egg-crate” appearance.


The at least one layer of foam material may include two or more layers of foam material, with each layer of foam material having a different density. The density characteristics of the foam layers are chosen depending on the nature of the load to be supported by the vibration damper. As loads increase, more dense foam material is used.


According to another aspect there is provided a vibration damper comprising a slip resistant layer having a contoured bottom surface, at least one layer of foam material disposed on a surface of the slip resistant layer opposite the bottom surface, and a load bearing plate disposed on the foam layer.


According to yet another aspect there is provided a floating floor comprising a generally planar sheet of flooring, and a plurality of vibration dampers acting between the sheet of flooring and an underlying floor surface at spaced locations. At least of the vibration dampers comprises a vibration dampening structure and a load bearing plate on the vibration dampening structure. The vibration dampening structure has a bottom surface to contact the floor surface.


In one embodiment, each vibration damper comprises a vibration dampening structure and a load bearing plate. The vibration dampening structure comprises a non-slip layer defining the bottom surface and at least one foam layer acting between the non-slip layer and the load bearing plate.


According to still yet another aspect there is provided a floating floor section comprising a generally planar sheet of flooring, and a plurality of vibration dampers secured to the sheet of flooring at spaced locations. Each vibration damper comprising a vibration dampening structure and a load bearing plate, thereon. The vibration dampening structure defines a bottom surface to contact an underlying floor surface on which the floating floor section is to be mounted. The load bearing plate is positioned adjacent the sheet of flooring.


The vibration damper effectively absorbs noise and vibration, is inexpensive to manufacture and is easy to install and use. When used beneath vibrating equipment, the vibration damper virtually eliminates noise and vibration from propagating to surrounding structures. When used beneath sensitive measurement and high-tolerance equipment, the vibration damper effectively inhibits vibration generated in the surrounding environment from propagating to the equipment supported by the vibration damper.





BRIEF DESCRIPTION OF THE DRAWINGS

Embodiments will now be described more fully with reference to the accompanying drawings in which:



FIG. 1 is a perspective view taken from above and from the side of a vibration damper;



FIG. 2 is a perspective view taken from below and from the side of the vibration damper;



FIG. 3 is a side elevational view of the vibration damper; and



FIG. 4 is a cross-sectional view of the vibration damper taken along line 4-4 in FIG. 1.





DETAILED DESCRIPTION OF THE EMBODIMENTS

Turning now to FIGS. 1 to 4, a vibration damper is shown and is generally identified by reference numeral 10. Vibration damper 10 is designed to act between a support surface such as an underlying floor surface and residential or commercial equipment. Depending on the nature of the equipment to be supported, vibration damper 10 acts to inhibit impact and vibrational noise generated by the equipment from propagating to surrounding structures and/or to inhibit vibration in the surrounding environment from propagating to the equipment.


As can be seen, vibration damper 10 includes a load bearing plate 12 disposed on a vibration dampening structure 14. The vibration dampening structure 14 in this example includes a slip resistant lower layer 16 and a pair of intermediate foam layers 18 and 20 disposed between the lower layer 16 and the load bearing plate 12.


The bottom surface 22 of the lower layer 16 is contoured to define peaks 24 and valleys 26 that are sequentially alternated in a three-dimensional array giving the bottom surface 22 an “egg-crate” appearance. The depth and pitch of the peaks 24 and valleys 26 i.e. its geometry, is selected to give the vibration damper 10 a desired dynamic compression characteristic resulting in the vibration damper 10 undergoing a desired amount of compressive deflection under a given dynamic load. This dynamic compressive deflection characteristic serves to mitigate transfer of structure borne or impact noise. Sharp and long peaks 24 and valleys 26 offer greater dynamic compression or deflection under relatively small loads while wide and short peaks 24 and valleys 26 result in less dynamic compression or deflection under relatively larger loads. The contour of the bottom surface 22 also provides enhanced slip-resistance thereby to inhibit sliding of the vibration damper 10 relative to the support surface on which the vibration damper 10 rests.


The lower layer 16 is formed of recycled bound rubber product. During the manufacturing process, Styrenebutadiene Rubber (SBR) and natural rubber are mixed with polyurethane and cured under moderate temperature. Although the lower layer 16 typically has a large percentage of SBR rubber therein, the lower layer 16 can be made entirely of SBR rubber, other rubbers or a combination thereof.


Each intermediate foam layer 18, 20 is formed of polyetherurethane foam and has a different density. Typically the lower foam layer 18 is more dense than the upper foam layer 20. The densities of the foam layers are dependent on the environment in which the vibration damper 10 is being used. In cases where the vibration damper 10 is to be subjected to high loads, higher density foam layers are used. Generally, the density of the foam layers 18, 20 and the contour of the bottom surface 22 are selected so that for the intended environment, the vibration damper 10 provides the desired load deflection and vibration insulation while exhibiting the desired dynamic and static stiffness. Foam densities in the range from about 120 kg/m3 to 1000 kg/m3 have been found to be suitable for most applications.


The load bearing plate 12 is formed of steel and can be powder coated if desired. A small resilient mount pad 30 formed of polyetherurethane foam material is centrally disposed on the load bearing plate 12 to provide a non-slip mount surface for the equipment supported by the vibration damper 10.


The lower and intermediate layers 16 to 20 are assembled either through a lamination machine or through a machine that mechanically or chemically bonds the layers, together to form the vibration dampening structure 14. Once the vibration dampening structure 14 is complete, the load bearing plate 12 and mount pad 30 are adhered to or otherwise bonded to the vibration dampening structure 14 to complete the vibration damper 10.


In use, one or more vibration dampers 10 are placed between the equipment and support surface on which the equipment rests at appropriate locations i.e. under the feet and/or support surfaces of the equipment. The vibration dampers are typically not fixed or adhered to the support surface. The peaks 24, which contact the support surface, provide an effective non-slip surface even in wet conditions. The mount pads 30 on the load bearing plates 12 provide suitable mounts for the equipment. With the density of the foam layers 18, 20 properly selected in view of the particular environment, equipment vibration is effectively absorbed by the vibration dampers 10 inhibiting the vibration from propagating to surrounding structures. Also, vibration in the surrounding environment is absorbed by the vibration dampers 10 thereby to isolate equipment supported on the vibration dampers therefrom.


Although the vibration damper 10 is described as including a vibration dampening structure 14 with three layers 16, 18 and 20, other layer configurations can of course be used. For example, the vibration damper 10 can be constructed to include one or three or more intermediate foam layers. Of course other types of foam layers or layers of other suitable material can be used.


The vibration damper may be used in commercial and industrial applications as well as in residential applications. In commercial and industrial environments, the vibration damper 10 may be placed beneath machines and equipment such as HVAC compressors, fans, pumps and blowers that vibrate during use thereby to inhibit the transfer of machine and equipment vibration to surrounding structures. In residential environments, the vibration damper may be used between exercise equipment such as treadmills, Jacuzzi tubs, whirlpool baths, hot tubs etc. to inhibit the transfer of impact noise and/or vibration to surrounding structure. In noise sensitive environments, the vibration damper may be used between sensitive measurement and high-tolerance equipment such as for example MRI devices and CNC machines to isolate the sensitive measurement and high-tolerance equipment from vibration generated in the surrounding environment.


The vibration damper 10 can take basically any desired size. It has been found that 4″ by 6″ vibration dampers are suitable to support loads in the range of from about 50 lbs to 400 lbs, 5″ by 7″ vibration dampers are suitable to support loads in the range of from about 100 lbs to 1,000 lbs and 6″ by 14″ vibration dampers are suitable to support loads in the range of from about 100 lbs to 2500 lbs.


As will be appreciated by those of skill in the art, the vibration dampers need not directly support equipment. Rather, the vibration dampers can be used to support floor panels on which equipment is to rest. In this manner, the vibration dampers space the floor panels on which the equipment rests from the underlying structure floor creating a floating floor for the equipment. Pre-fabricated ready-to-install floating floor sections, each comprising a plurality of vibration dampers adhered or otherwise secured to a floor panel such as a plywood sheet at spaced locations can be constructed allowing larger floating floors incorporating the vibration dampers to be quickly and easily installed.


Although embodiments of the vibration damper have been described above with reference to the drawings, those of skill in the art will appreciate that variations and modifications may be made without departing from the spirit and scope thereof as defined by the appended claims.

Claims
  • 1. A vibration damper configured to act between equipment that is subject to vibration and an underlying floor surface of a building structure, said vibration damper comprising: a plurality of compressible foam layers secured directly one on top of the other to form a stack, said stack of foam layers having substantially planar top and bottom surfaces and each foam layer having a different density;a non-compressible load bearing metal plate secured directly to the top surface of said stack of foam layers, said load bearing plate supporting equipment that is subject to vibration;a resilient mounting pad on said load bearing metal plate; anda rubber slip resistant layer secured directly to the bottom surface of said stack of foam layers, said slip resistant layer having a contoured bottom surface comprising an array of alternating peaks and valleys and overlying a portion of the floor surface on which the vibration damper is disposed, the contour of the bottom surface of said slip resistant layer surface and the relative densities of the foam layers of said stack being selected such that said vibration damper inhibits equipment vibrations from propagating to said floor surface.
  • 2. A vibration damper according to claim 1 wherein said load bearing metal plate is formed of steel.
  • 3. A vibration damper according to claim 1 wherein dimensions of said peaks and valleys are selected to give the vibration damper a desired dynamic compression characteristic under load.
  • 4. A vibration damper according to claim 3 wherein said slip resistant layer is formed of Styrenebutadiene Rubber and natural rubber mixed with polyurethane.
  • 5. A vibration damper according to claim 1 wherein said foam layers and slip resistant layer are one of mechanically bonded and chemically bonded.
  • 6. A vibration damper according to claim 1 wherein said foam layers and slip resistant layer are laminated.
  • 7. A vibration damper according to claim 1 wherein said load bearing metal plate is adhered the top surface of said stack of foam layers.
  • 8. A vibration damper according to claim 1 wherein the density of each layer of foam material is in the range of 120 kg/m3 to 1000 kg/m3.
  • 9. A vibration damper according to claim 1 wherein said slip resistant layer is formed of recycled rubber product.
  • 10. A vibration damper according to claim 1 wherein said slip resistant layer is formed of Styrenebutadiene Rubber (SBR) and natural rubber mixed with a polyurethane.
  • 11. A vibration damper configured to act between equipment that is subject to vibration and an underlying floor surface of a building structure, said vibration damper comprising: a rubber slip resistant layer having a contoured bottom surface comprising an array of alternating peaks and valleys, said contoured bottom surface overlying a portion of the floor surface on which the vibration damper is disposed;at least two compressible layers of foam material stacked directly one on top of the other to form a stack, each layer of foam material having a different density, the density of each layer of foam material being in the range of 120 kg/m3 to 1000 kg/m3, said stack of foam layers having substantially planar top and bottom surfaces and being directly disposed on a surface of said slip resistant layer opposite said bottom surface;a non-compressible load bearing plate disposed directly on said stack of foam layers and supporting the equipment that is subject to vibration, the contour of the bottom surface of said slip resistant layer and the relative densities of the foam layers of said vibration dampening structure being selected such that the vibration damper inhibits equipment vibrations from propagating to said floor surface; anda resilient mounting pad on said load bearing plate.
  • 12. A vibration damper according to claim 11 wherein dimensions of said peaks and valleys are selected to give the vibration damper a desired dynamic compression characteristic under load.
  • 13. A vibration damper according to claim 12 wherein the relative densities of the slip resistant layer and the foam layers of said vibration dampening structure are selected to provide said desired dynamic compression characteristic.
  • 14. A vibration damper according to claim 13 wherein said slip resistant layer is formed of recycled rubber product.
  • 15. A vibration damper according to claim 14 wherein said slip resistant layer is formed of Styrenebutadiene Rubber (SBR) and natural rubber mixed with a polyurethane.
  • 16. A vibration damper according to claim 13 wherein said load bearing plate is formed of steel.
  • 17. A vibration damper according to claim 11 wherein said foam layers and slip resistant layer are one of mechanically bonded and chemically bonded.
  • 18. A vibration damper according to claim 11 wherein said foam layers and slip resistant layer are laminated.
  • 19. A vibration damper according to claim 11 wherein said load bearing plate is adhered to said stack of foam layers.
RELATED APPLICATION

This application is a continuation of U.S. patent application Ser. No. 11/120,062, filed May 2, 2005 now abandoned. The subject matter of the aforementioned application is incorporated herein by reference.

US Referenced Citations (166)
Number Name Date Kind
205271 Hyatt Jun 1878 A
1554179 Trader Sep 1925 A
1940105 Schmid Dec 1933 A
2001916 Mazer May 1935 A
2077617 Cramer Apr 1937 A
2270902 Rubissow Jan 1942 A
2288054 Walton Jun 1942 A
2290622 Carter Jul 1942 A
2337525 Peik Dec 1943 A
2665848 Smith et al. Jan 1954 A
2768091 Cubberley Oct 1956 A
2821254 Kernen Jan 1958 A
2862255 Nelson Dec 1958 A
2940887 Daly et al. Jun 1960 A
2961029 Rainar Nov 1960 A
3026224 Rogers, Jr. Mar 1962 A
3160549 Caldwell et al. Dec 1964 A
3311331 Steimen Mar 1967 A
3345245 Hanusa Oct 1967 A
3399103 Salyer et al. Aug 1968 A
3418812 Khan et al. Dec 1968 A
3567563 Haudenchild et al. Mar 1971 A
3579941 Tibbals May 1971 A
3641855 Balle Feb 1972 A
3770560 Elder et al. Nov 1973 A
3893619 Bruner Jul 1975 A
3917501 Ferrucci et al. Nov 1975 A
3924907 Czernik et al. Dec 1975 A
3948009 Bernhard Apr 1976 A
3985198 Kurtze et al. Oct 1976 A
4002315 Van Goubergen Jan 1977 A
4060502 Benton Nov 1977 A
4112176 Bailey Sep 1978 A
4143495 Hintz Mar 1979 A
4179067 Baier Dec 1979 A
4190131 Robinson Feb 1980 A
4242391 Reinhardt et al. Dec 1980 A
4244841 Frankland Jan 1981 A
4265398 Luebke May 1981 A
4428454 Capaul et al. Jan 1984 A
4457120 Takata Jul 1984 A
4500037 Braitsch et al. Feb 1985 A
4551362 Harms et al. Nov 1985 A
4566231 Konsevich Jan 1986 A
4637942 Tomarin Jan 1987 A
4672100 Schonbachler et al. Jun 1987 A
4681786 Brown Jul 1987 A
4685259 Eberhart et al. Aug 1987 A
4694627 Omholt Sep 1987 A
4696429 Ortwein Sep 1987 A
4720043 Ortwein Jan 1988 A
4753841 Noel et al. Jun 1988 A
4755408 Noel Jul 1988 A
4771944 Brister et al. Sep 1988 A
4803112 Kakimoto et al. Feb 1989 A
4851500 Lalwani et al. Jul 1989 A
4860506 Yoshimi et al. Aug 1989 A
4888927 Yoshimi et al. Dec 1989 A
4910935 Leukel et al. Mar 1990 A
4917932 McClung Apr 1990 A
4945697 Ott et al. Aug 1990 A
4957798 Bogdany Sep 1990 A
4967529 L'Heureux Nov 1990 A
5016413 Counihan May 1991 A
5060856 Ortwein Oct 1991 A
5096772 Snyder Mar 1992 A
5110660 Wolf et al. May 1992 A
5183438 Blom Feb 1993 A
5187905 Pourtau et al. Feb 1993 A
5258222 Crivelli Nov 1993 A
5383314 Rothberg Jan 1995 A
5424099 Stewart et al. Jun 1995 A
5438171 Schmanski Aug 1995 A
5439735 Jamison Aug 1995 A
5472750 Miller Dec 1995 A
5482754 Crook Jan 1996 A
5487501 Engst et al. Jan 1996 A
5527409 Lanphier Jun 1996 A
5572842 Stief et al. Nov 1996 A
5584950 Gaffigan Dec 1996 A
5619832 Myrvold Apr 1997 A
5653099 MacKenzie Aug 1997 A
5714219 Mashunkashey et al. Feb 1998 A
5721035 Dunn Feb 1998 A
5738279 Ihle et al. Apr 1998 A
5744763 Iwasa et al. Apr 1998 A
5766721 Bussey, Jr. et al. Jun 1998 A
5851338 Pushaw Dec 1998 A
5867957 Holtrop Feb 1999 A
5873936 Ogden Feb 1999 A
5879781 Mehta et al. Mar 1999 A
5956921 Fleck et al. Sep 1999 A
6077613 Gaffigan Jun 2000 A
6182413 Magnusson Feb 2001 B1
6212838 Eda Apr 2001 B1
6213252 Ducharme Apr 2001 B1
6224707 Lion May 2001 B1
6235367 Holmes et al. May 2001 B1
6251493 Johnson et al. Jun 2001 B1
6256955 Lolley et al. Jul 2001 B1
6291048 Jerdee et al. Sep 2001 B1
6372069 Walls Apr 2002 B1
6386461 Wildgoose May 2002 B1
6427925 Gaudet Aug 2002 B1
6468631 Pahl et al. Oct 2002 B1
6481637 McQueen Nov 2002 B1
6541105 Park Apr 2003 B1
6595321 Tompson Jul 2003 B1
6602586 Kakimoto et al. Aug 2003 B2
6708896 Robinson Mar 2004 B2
6723413 Walters Apr 2004 B2
6769834 Stange Aug 2004 B1
6796096 Heath Sep 2004 B1
6920723 Downey Jul 2005 B2
6945007 Kobayashi et al. Sep 2005 B2
6990703 Brown et al. Jan 2006 B2
7055649 Tompson et al. Jun 2006 B2
7080712 Tsuiki et al. Jul 2006 B2
7096630 Keene et al. Aug 2006 B1
7166678 Dunlap et al. Jan 2007 B2
7182994 Scott Feb 2007 B1
7263028 Thomas et al. Aug 2007 B2
7265178 Maier et al. Sep 2007 B2
7278588 English et al. Oct 2007 B2
7331534 McQueen Feb 2008 B2
7464791 Cooksey et al. Dec 2008 B2
7566374 Brazier et al. Jul 2009 B2
7730684 Keene Jun 2010 B1
7730685 Keene Jun 2010 B1
RE41945 Downey Nov 2010 E
20010052550 Janssens Dec 2001 A1
20020005250 Jerdee et al. Jan 2002 A1
20020040079 Lee et al. Apr 2002 A1
20020088193 Reimers et al. Jul 2002 A1
20020119716 Santhosh Aug 2002 A1
20030040405 Watterson et al. Feb 2003 A1
20030102184 Brisson et al. Jun 2003 A1
20040050482 Abrams Mar 2004 A1
20040096645 Hancy et al. May 2004 A1
20040123555 Cole Jul 2004 A1
20040127614 Jiang et al. Jul 2004 A1
20040202854 Esparza Oct 2004 A1
20050031829 Crenshaw et al. Feb 2005 A1
20050032447 Tachibana et al. Feb 2005 A1
20050037174 Streeton et al. Feb 2005 A1
20050126848 Siavoshai et al. Jun 2005 A1
20050282465 McNab Dec 2005 A1
20060008612 Brazier et al. Jan 2006 A1
20060016635 Downey Jan 2006 A1
20060024453 Setser et al. Feb 2006 A1
20060037815 Schabel, Jr. Feb 2006 A1
20060105136 Brazier et al. May 2006 A1
20060156663 Mao Jul 2006 A1
20060165950 Dodge, III Jul 2006 A1
20060167206 Maier et al. Jul 2006 A1
20060189750 Maier et al. Aug 2006 A1
20060191743 Pike, Sr. et al. Aug 2006 A1
20060205869 Steidl et al. Sep 2006 A1
20060230699 Keene Oct 2006 A1
20070004306 Leeser et al. Jan 2007 A1
20070172629 Dodge Jul 2007 A1
20070261365 Keene Nov 2007 A1
20080010930 Mao Jan 2008 A1
20090283658 Keene Nov 2009 A1
20100229486 Keene Sep 2010 A1
20110107700 Keene May 2011 A1
Foreign Referenced Citations (26)
Number Date Country
41 41 023 Jun 1993 DE
199 32 991 Jun 2000 DE
0 916 629 May 1999 EP
0 982 444 Mar 2000 EP
1 447 495 Aug 2004 EP
1 739 253 Jan 2007 EP
1 757 75081 Apr 2010 EP
2 824 094 Oct 2002 FR
841 867 Jul 1960 GB
1 120 827 Jul 1968 GB
2 379 934 Mar 2003 GB
2 437 180 Oct 2007 GB
48014737 Jan 1974 JP
8-297492 Nov 1996 JP
WO-8302127 Jun 1983 WO
WO-8700828 Feb 1987 WO
WO-9312283 Jun 1993 WO
WO-9966144 Dec 1999 WO
WO-0155530 Aug 2001 WO
WO-0235025 May 2002 WO
WO-02094550 Nov 2002 WO
WO-2004031501 Apr 2004 WO
WO-2004058416 Jul 2004 WO
WO-2006131138 Dec 2006 WO
WO-2007015081 Feb 2007 WO
WO-2007082339 Jul 2007 WO
Related Publications (1)
Number Date Country
20090072457 A1 Mar 2009 US
Continuations (1)
Number Date Country
Parent 11120062 May 2005 US
Child 12325960 US