Static structures (e.g. – buildings) – Means compensating earth-transmitted force
Reexamination Certificate
2001-06-19
2003-06-24
Friedman, Carl D. (Department: 3635)
Static structures (e.g., buildings)
Means compensating earth-transmitted force
C052S167400, C052S167700, C052S167800
Reexamination Certificate
active
06581340
ABSTRACT:
PRIORITY REFERENCES
This application claims foreign priority benefits to Spanish Foreign Application Number 200002303 filed Sep. 22, 2000, and to PCT International Application Number PCT/ES01/00036 filed Feb. 8, 2001.
BACKGROUND
Several potential solutions have been devised to dampen or render harmless the effects of earthquakes. Most are based upon the use of elastic elements to absorb seismic waves.
For example, a German Patent (DE-3446831) describes an elastic body to be used as a support for constructions, in the form of a shaped strip with inner seatings that run lengthways in two rows and are staggered crosswise. The layout of the strip and the elastomeric material it is made of is designed to enable it to absorb considerable vertical stress. A similar structure is described in another German patent (DE-3935354).
Along the same lines, an English Patent (GB-2,120,167) describes a deformable structure consisting of two plates separated by an abscission layer containing material, such as foam, which becomes compressed under pressure. Alternatively, this structure can take the form of a honeycomb, subjecting the aforementioned plates to a process of elastic deformation bringing them closer together.
Likewise, a French Patent (2,510,645) describes a cell that acts against earthquakes. The cell is prismatic, eight-sided in shape, and is designed to fit in juxtaposition with other similar cells. It is designed to dampen momentary and vertical excessive stresses, such as those caused by an earthquake.
Another French Patent (2,391,324) also describes a system for protection against earthquakes. It consists of a steel plate that separates the construction itself from the foundation, in order to prevent cracks appearing in the foundation from spreading to the building.
A similar system is disclosed in PCT WO98/57013. The difference is that an isolating elastomeric support is used instead of a steel plate. This support is rigid and consists of inlaid pre-stressed fibres laid horizontally inside it.
Likewise, another PCT WO96/30602 describes a system for protecting buildings. In this system, buildings are founded on a flat structure suspended by hydraulic jacks to dampen seismic vibrations.
Similarly, a U.S. Pat. No. (4,959,934) describes an elastoplastic damper to be used in a structure, to absorb the vibrations that buildings are subjected to during seismic movements. The damper comprises a piece, which looks like a block or sheet of metal, with a number of separated openings that cover the whole surface to give it elastic deformability.
Another U.S. Pat. No. (4,555,433) describes an element for acoustic absorption. It comprises small plates and hollows that look like a small bowl, arranged in the form of a grid. If an element of this type is given the right structural rigidity, it can be used as a means for damping the vibrations caused by earthquakes, instead of being used as a means for damping acoustic vibrations.
Yet another U.S. Pat. No. (4,782,913) describes a construction element with acoustic properties. It is equipped with a core that either has a grille or is cellular. This device can absorb most acoustic waves, and if it is properly structured, is designed to be able to dampen the vibrations caused by earthquakes.
Likewise, a European Patent (EP 0889179) describes a construction bridge for absorbing shocks. The construction bridge consists of a series of horizontal parts arranged in series, with vertical parts supporting them, linked by means of absorbers that dampen the shock waves caused by an earthquake.
Another European Patent (EP 0481146 A1) describes a composite construction to cope with seismic movements. It is composed of a series of modules that are supported on the ground without foundations, and which support each other without any type of vertical connection. In such manner, each module can move in an unrestricted way crosswise with respect to the adjacent modules.
SUMMARY
The invention's disclosed modular anti-seismic protection device, to be used in buildings and similar constructions, utilizes a series of special features that provide advantages over the prior art.
In one aspect, a device providing an elastically deformable layer to protect against seismic waves, includes a layer of a plurality of modules, wherein each module comprises a first upper part attached to a second lower part. Further included is a circular flexible object disposed between the first upper part and the second lower part.
In another aspect, a device providing an elastically deformable layer to protect against seismic waves, includes a layer of a plurality of modules, wherein each module comprises a first upper part attached to a second lower part. Further included is a circular flexible object disposed within each module between the first upper part and the second lower part. Additionally, a block is disposed within each module. Each block is attached to both the first upper part and the second lower part in each module. Each module also includes granular material disposed within the module.
In yet another aspect, a method of constructing a modular anti-seismic protection device, to be used in buildings and similar constructions, to provide an elastically deformable layer to protect against seismic waves, is provided. A plurality of arranged modules, wherein each module comprises a first upper part and a second lower part, and a plurality of circular flexible objects are provided. At least one of said circular flexible objects is disposed between said first upper part and said second lower part in each of said modules. The first upper part is then attached to the second lower part in each of the modules.
The present invention, together with further objects and advantages, will be best understood by reference to the following detailed description taken in conjunction with the accompanying drawings.
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Orovay Javier Signes
Orovay Vicente Signes
Amiri Nahid
Brinks Hofer Gilson & Lione
Innovacion Y Diseno Orovay, S.L.
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