Resilient bearing

• US 9,879,415 B2
• Filed: 11/07/2014
• Issued: 01/30/2018
• Est. Priority Date: 11/08/2013
• Status: Active Grant

• Current Assignee: Iso Systems Limited (Epwin Group Plc)
• Original Assignee: Iso Systems Limited (Epwin Group Plc)
• Inventors: Hooker, Glen, Tocker, John
• Primary Examiner(s): Maestri, Patrick J
• Application Number:
  US15/035,164
• Publication Number:
  US 20160289951A1
• Time in Patent Office: 1,180 Days
• CPC Class Codes: E04B 1/36 Bearings or like supports allowing movement for bridges E01D19/04; buildings with-standing earthquakes E04H9/02
• 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: E04H 9/021 Bearing, supporting or connecting constructions specially adapted for such buildings

Abstract

A resilient bearing to be positioned between a first structure and a second structure including a central connection point for connecting the resilient bearing to the first structure and a plurality of limbs extending outwardly from the central connection point to distal connection points.

The resilient bearing may be formed from a single piece of elastic material adapted to dampen forces due to environmental events. A functional property of the elastic material may vary along at least some of the plurality of limbs. The angle between each of at least some of the plurality of limbs and the second structure may be between 20 and 70 degrees.

Claims

1. A resilient bearing, positioned between a first structure and a second structure, including:

a. an elongate central support having a first end and a second end, the second end being adjacent to, but able to move relative to, the second structure;

b. a central connection point for connecting the resilient bearing to the first structure connected to the first end of the elongate central support;

c. a plurality of limbs extending outwardly from the central connection point, wherein each limb includes a distal end, distal from the central connection point; and

d. a plurality of distal connection points, located generally at each distal end of each limb, for connecting the resilient bearing to the second structure,

wherein the resilient bearing is formed from a single piece of elastic material adapted to dampen forces imposed on a building due to seismic activity.

2. The resilient bearing as claimed in claim 1, wherein the first structure is a building and the second structure is a foundation.

3. The resilient bearing as claimed in claim 1, wherein the first structure is a foundation and the second structure is a building.

4. The resilient bearing as claimed in claim 1, wherein the first structure is adapted to connect to the central connection point.

5. The resilient bearing as claimed in claim 1, wherein the second structure is adapted to connect to the plurality of distal connection points.

6. The resilient bearing as claimed in claim 1, wherein the plurality of limbs are adapted to support the weight of either the first structure or the second structure.

7. The resilient bearing as claimed in claim 1, wherein each limb has a trapezoidal cross-section.

8. The resilient bearing as claimed in claim 1, wherein the plurality of limbs are evenly distributed around the central connection point.

9. The resilient bearing as claimed in claim 1, wherein there are between two and four limbs.

10. The resilient bearing as claimed in claim 1, wherein the angle between each of at least some of the plurality of limbs and the second structure is between 20 and 70 degrees.

11. The resilient bearing as claimed in claim 1, wherein the angle between each of at least some of the plurality of limbs and the second structure is between 30 and 60 degrees.

12. The resilient bearing as claimed in claim 1, wherein the angle between each of at least some of the plurality of limbs and the second structure is between 40 and 50 degrees.

13. The resilient bearing as claimed in claim 1, wherein the vertical support is a supporting column, which supports the weight of either the first structure or the second structure.

14. The resilient bearing as claimed in claim 1, wherein the vertical support is formed in the single piece of elastic material.

15. The resilient bearing as claimed in claim 1, wherein the elastic material is a rubber.

16. A resilient bearing, positioned between a first structure and a second structure, including:

a. an elongate central support having a first end and a second end, the second end being adjacent to, but able to move relative to, the second structure;

b. a central connection point for connecting the resilient bearing to the first structure connected to the first end of the elongate central support;

c. a plurality of limbs extending outwardly from the central connection point, wherein each limb includes a distal end, distal from the central connection point; and

d. a plurality of distal connection points, located generally at each distal end of each limb, for connecting the resilient bearing to the second structure,

wherein the limbs are adapted to support the weight of a building and dampen seismic forces imposed on the building and wherein the angle between each of at least some of the plurality of limbs and the second structure is between 20 and 70 degrees.

17. The resilient bearing as claimed in claim 16, wherein the vertical support is a supporting column, which provides additional support for the weight of either the first structure or the second structure.

18. A resilient bearing, positioned between a first structure and a second structure, including:

a. an elongate central support having a first end and a second end, the second end being adjacent to, but able to move relative to, the second structure;

b. a central connection point for connecting the resilient bearing to the first structure connected to the first end of the elongate central support;

c. a plurality of limbs extending outwardly from the central connection point, wherein each limb includes a distal end, distal from the central connection point; and

d. a plurality of distal connection points, located generally at each distal end of each limb, for connecting the resilient bearing to the second structure,

wherein the resilient bearing is formed from an elastic material adapted to dampen forces due to seismic forces imposed on a building supported by the resilient bearing and wherein a functional property of the elastic material varies along each of at least some of the plurality of limbs.

19. The resilient bearing as claimed in claim 18, wherein the functional property is the hardness of the elastic material.

20. The resilient bearing as claim in claim 19, wherein the hardness of the elastic material in the plurality of limbs is higher at the distal connection points and the central connection point and lower between the distal connection points and the central connection point.

21. The resilient bearing as claimed in claim 18, wherein the functional property is the elasticity of the elastic material.

22. The resilient bearing as claim in claim 21, wherein the elasticity of the elastic material in the plurality of limbs is lower at the distal connection points and the central connection point and higher between the distal connection points and the central connection point.