Rubber part for incorporation into a brick or masonry wall in a reinforced concrete frame to protect against damage caused by seismic activity

Abstract

A rubber part for use as a structural component for incorporation into a brick or masonry wall structure in a reinforced concrete frame, to be located within the plane of the wall, has a length x and a stiffness along its length of S.sub.x, a width y and a stiffness across its width of S.sub.y, and a thickness z and a stiffness across its thickness of S.sub.z, the stiffness of the part being anisotropic with S.sub.y>S.sub.x. The part is adapted such that, when in use, it is capable of controlling vibrations of the wall caused by seismic activity and also of having a damping effect thereby increasing the energy dissipation capacity of the structure. The rubber part is preferably in the form of a sheet and can be laminated on one or both major surfaces. The two major surfaces of the sheet may be contoured, for instance being corrugated across its width.

Claims

1. The use of a rubber part in the construction of a brick or masonry wall within a reinforced concrete frame structure for eliminating the in-plane damage to the wall while controlling its out-of-plane collapse during a seismic event, the said part having anisotropic stiffness in the three orthogonal directions of the wall as well as damping properties thereby increasing the energy dissipation capacity of the structure, which use comprises locating the rubber part within the plane of the wall and on or in a horizontal row of bricks, wherein the rubber part has a length x and a stiffness along its length of Sx, a width y and a stiffness across its width of Sy and a thickness z and a stiffness across its thickness of Sz, the stiffness of the part being anisotropic with Sz>Sy>Sx and wherein the rubber part is in the form of a sheet, and wherein any gaps between the external surface of the rubber part and the internal surfaces of the bricks are filled with a hardenable composition.

2. The use according to claim 1, wherein the rubber part has a substantially rectangular shape.

3. The use according to claim 1, wherein the rubber part has a transverse cross-section across the width of the part which has a plurality of alternating elevated portions and lowered portions.

4. The use according to claim 3, wherein the part has corrugations running along its length.

5. The use according to claim 4, wherein the cross-section of the corrugations has the form of a wave selected from a curved wave, a square wave and a triangular wave.

6. The use according to claim 1, wherein the rubber of the rubber part is a synthetic rubber, a natural rubber, a reclaimed rubber or a recycled rubber.

7. The use according to claim 1, wherein the rubber part is an extruded strip.

8. The use according to claim 1, wherein the rubber part is a moulded part.

9. The use according to claim 1, wherein the rubber part is laminated with an inextensible material.

10. The use according to claim 9, wherein the rubber part is laminated on both sides.

11. The use according to claim 9, wherein the inextensible material is a rigid plate or an inextensible fabric.

12. The use according to claim 1, wherein the rubber of the rubber part contains voids or inclusions.

13. The use according to claim 12, wherein the inclusions are compressible inclusions or incompressible inclusions.

14. The use according to claim 1, wherein the rubber part is formed into a housing to at least partially cover a brick in the brick wall.

15. The use according to claim 1, wherein the rubber of the rubber part is a high damping rubber.

16. The use according to claim 1, wherein the rubber part is located between two successive horizontal rows of bricks in the brick wall.

17. The use of a rubber part in the construction of a brick or masonry wall within a reinforced concrete frame structure for eliminating the in-plane damage to the wall while controlling its out-of-plane collapse during a seismic event, the said part having anisotropic stiffness and damping properties thereby increasing the energy dissipation capacity of the structure, which use comprises locating the rubber part vertically within the plane of the wall adjacent a vertical stack of bricks in the wall and in the reinforced concrete frame, wherein the rubber part has a length x and a stiffness along its length of Sx, a width y and a stiffness across its width of Sy and a thickness z and a stiffness across its thickness of Sz, the stiffness of the part being anisotropic such that Sy>Sx and Sy>Sz, and wherein the rubber part is in the form of a sheet, and wherein any gaps between the external surface of the rubber part and the internal surfaces of the bricks are filled with a hardenable composition.

18. The use according to claim 17, wherein the rubber part has a substantially rectangular shape.

19. The use according to claim 17, wherein the rubber part has a transverse cross-section across the width of the part which has a plurality of alternating elevated portions and lowered portions.

20. The use according to claim 19, wherein the part has corrugations running along its length.

21. The use according to claim 20, wherein the cross-section of the corrugations has the form of a wave selected from a curved wave, a square wave and a triangular wave.

22. The use according to claim 17, wherein the rubber of the rubber part is a synthetic rubber, a natural rubber, a reclaimed rubber or a recycled rubber.

23. The use according to claim 17, wherein the rubber part is an extruded strip.

24. The use according to claim 17, wherein the rubber part is a moulded part.

25. The use according to claim 17, wherein the rubber part is laminated with an inextensible material.

26. The use according to claim 25, wherein the rubber part is laminated on both sides.

27. The use according to claim 25, wherein the inextensible material is a rigid plate or an inextensible fabric.

28. The use according to claim 17, wherein the rubber of the rubber part contains voids or inclusions.

29. The use according to claim 28, wherein the inclusions are compressible inclusions or incompressible inclusions.

30. The use according to claim 17, wherein the rubber part is formed into a housing to at least partially cover a brick in the brick wall.

31. The use according to claim 17, wherein the rubber of the rubber part is a high damping rubber.

Description

(1) In order that the invention can be fully understood and readily carried into effect, the same will now be described by way of example only, with reference to the accompanying drawings, of which:

(2) FIG. 1a is a diagrammatic view of a reinforced concrete frame with masonry infill where an embodiment of a rubber part structural component of the present invention is used in housings which replace three rows of masonry bricks in the infill.

(3) FIG. 1b is a diagrammatic view of a reinforced concrete frame with masonry infill where a rubber part of the invention is shown to have replaced rows of mortar between the masonry bricks in the infill and the wall and the r.c. frame.

(4) FIGS. 2a to 2h show different embodiments of rubber part-containing housings as applied in the manner described in FIG. 1a.

(5) FIGS. 3a to 3e show different embodiments of the rubber part structural component in cross-section as applied in the manner described in FIG. 1b.

(6) FIGS. 4a to 4e show different embodiments of the rubber part according to the cross-sections shown in FIGS. 3a-3c, wherein in FIG. 4a the rubber part is a homogenous rubber sheet, FIG. 4b shows a rubber sheet 5 containing a laminated sheet of inextensible material 7, FIG. 4c shows a rubber sheet 5 containing voids 8, FIG. 4d shows a rubber sheet 5 containing compressible or incompressible inclusions 9 and FIG. 4e shows a rubber sheet 5 contained within laminations of inextensible material.

(7) As shown in FIG. 1a, a reinforced concrete frame 1 is infilled with masonry bricks 2. Three rows of masonry bricks are replaced by composite rubber/masonry structural components 3 each of which comprises a rubber part of the invention as shown in FIG. 2a forming a housing over a brick. Alternative housings, utilizing the rubber part are shown diagrammatically in FIGS. 2b to 2h. The structural component illustrated in FIG. 2b contains inclusions 4. The component shown in FIG. 2c comprises a housing having a triangular cross-section and the component shown in FIG. 2d comprises a housing having an arched cross-section. FIGS. 2e to 2h show alternative designs for the rubber housing having voids, inclusions and/or laminations.

(8) FIG. 1b shows a reinforced concrete frame 1 which is infilled with masonry bricks 2. In this embodiment rubber parts 5, in the form of extruded strips, replaces mortar between some of the successive layers of masonry brick. The rubber parts 5 may have corrugations running lengthwise as shown in FIGS. 3a to 3e. FIGS. 3a to 3c show different embodiments of corrugations which, in cross-section, show curved wave forms. FIG. 3d shows a corrugation in the form of a square wave (in cross-section) and FIG. 3e shows a corrugation in the form of a triangular wave or zigzag (in cross-section). The rubber part may simply be placed between two successive layers of bricks in the frame with mortar, or other mouldable but hardenable composition, filling up the gap between the rubber part and the surfaces of the bricks. FIG. 3a shows an embodiment where the rubber part 5 is embedded in a mortar 6. The mortar, or other mouldable but hardenable composition, should have sufficient strength to sustain the stresses required to transmit any force arising from a seismic event between the bricks and the rubber part. Alternatively, the rubber part may be sandwiched or bonded either between rigid plates or inextensible fabric (for example an inextensble woven fabric). Mortar, or other mouldable but hardenable composition, may then be used to fill the voids between the rubber part and the brick surfaces as well as adhering the part to the surfaces of the bricks. Rough surfaces of rigid plates or woven fabric will provide a good key-in mechanisms and, hence, a stronger bond.

(9) The rubber layer may be homogeneous as shown in FIG. 4a for the section shown in FIG. 3b or laminated with inextensible materials 7 to achieve the required stiffness of the components in various directions as shown in FIGS. 4b and 4e for the section shown in FIG. 3b. Alternatively, the rubber layer may have voids 8 as shown in FIG. 4c for the section shown in FIG. 3b or with compressible or incompressible inclusions 9 as shown in FIG. 4d for the section shown in FIG. 3b. The rubber may be synthetic or natural from fresh material or reclaimed or recycled having low or high levels of damping.

(10) Preferably, in order to optimise damping, the rubber will be a high damping rubber.

(11) The rubber part may be used as a structural component in the construction of a wall in order to prevent damage caused by a seismic event.

(12) The concept underlying the invention relies on obtaining a combination of strength, deformability and energy dissipation capacity in three orthogonal directions from the rubber part. It may therefore be possible to design reinforced concrete frames, partitions and infills in such a way that their combined behaviour is optimised in terms of: minimising the seismic damage to the partitions and infill at a desired performance level; reducing the seismic demand from the reinforced concrete by providing auxiliary energy dissipative elements; improving the seismic performance of existing reinforced concrete frames, before or after a seismic event; minimising the building's cost of the construction and its life-cycle cost.

(13) The material used for the rubber part of the invention may be fresh or recycled synthetic or natural rubber and may be either low damping rubber or high damping rubber. High damping rubbers would be suitable to high seismicity areas where the ductility demand from structures is high. Enhancing damping of the building using auxiliary damping devices would reduce the demand from the structure. This would provide reduction in the cost of new structures and offer a simple retrofitting approach for upgrading buildings considered vulnerable.