The present application is a National Phase filing under 35 U.S.C. § 371 of International Patent Application No. PCT/IL2017/051288, filed Nov. 27, 2017, which is based upon and claims the benefit of the priority date of Israeli Patent Application No. 249244, filed Nov. 27, 2016, each of which is expressly incorporated herein by reference in its entirety.
The present subject matter relates to protective structures. More particularly, the present subject matter relates to structures that protect bounded space against falling and descending heavy items or ballistic arsenals.
Falling and descending objects instigated by circumstances such as projectile objects or arsenals, earthquake or volcano burst, meteorites, or building collapse can cause a sever damage to buildings, roads, train or bus stations, tunnel entrance, strategic areas, etc. Shields are provided on top or near those strategic places that are susceptible to such danger, however, in cases the descending object is relatively heavy, hot, or propelled, the available shields will not be sufficient in order to stop the fall or protect the items or people that are staying in the structure.
It is therefore an object of the present subject matter to provide a protecting structure that can endure objects that are descending or falling on top of the structure. Further objects and advantages of this subject matter will appear as the description proceeds.
It is therefore provided in accordance with a preferred embodiment, a protective structure configured to crush descending items into particles, the protective structure comprising:
an upper mesh layer made of hard material capable of crushing the descending items;
a bottom layer made of combined hard material and relatively soft material, wherein the bottom layer is capable of absorbing the particles.
Furthermore, in accordance with another preferred embodiment, said hard material is metal.
Furthermore, in accordance with another preferred embodiment, said relatively soft material is concrete.
Furthermore, in accordance with another preferred embodiment, said hard material is embedded within said relatively soft material.
Furthermore, in accordance with another preferred embodiment, said relatively soft material is selected from a group of materials such as sand or aggregates.
Furthermore, in accordance with another preferred embodiment, the supporting structure is further provided with a plurality of supporting poles that are positioned between said upper mesh layer and said bottom layer.
Furthermore, in accordance with another preferred embodiment, the supporting poles are made of tubes of hard metal filled with concrete.
Furthermore, in accordance with another preferred embodiment, the supporting poles are made of concrete.
Furthermore, in accordance with another preferred embodiment, the concrete is reinforced.
Furthermore, in accordance with another preferred embodiment, the upper mesh layer is made of a plurality of mesh layers that are in an offset one relative to the other.
Furthermore, in accordance with another preferred embodiment, the mesh is made of cubicles of substantially 75×75 mm.
Furthermore, in accordance with another preferred embodiment, the upper mesh layer is not horizontal and is directed in a predetermined angle.
Furthermore, in accordance with another preferred embodiment, the bottom layer comprises a mesh layer.
Furthermore, in accordance with another preferred embodiment, the mesh layer is mounted on top of a barrel layer.
Furthermore, in accordance with another preferred embodiment, the mesh layer is supported on top of the barrel layer by supporting shafts.
Furthermore, in accordance with another preferred embodiment, the mesh layer is further supported by beams connected between the supporting shafts.
Furthermore, in accordance with another preferred embodiment, the bottom layer is made of a plurality of segments that are connected using connecting sheets that are provided on both edge sides of each segment.
Unless otherwise defined, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this subject matter belongs. Although methods and materials similar or equivalent to those described herein can be used in the practice or testing of the present subject matter, suitable methods and materials are described below. In case of conflict, the patent specification, including definitions, will control. In addition, the materials, methods, and examples are illustrative only and not intended to be limiting.
Embodiments are herein described, by way of example only, with reference to the accompanying drawings. With specific reference now to the drawings in detail, it is stressed that the particulars shown are by way of example and for purposes of illustrative discussion of the preferred embodiments, and are presented in the cause of providing what is believed to be the most useful and readily understood description of the principles and conceptual aspects of the embodiments. In this regard, no attempt is made to show structural details in more detail than is necessary for a fundamental understanding, the description taken with the drawings making apparent to those skilled in the art how several forms may be embodied in practice.
In the drawings:
Before explaining at least one embodiment in detail, it is to be understood that the subject matter is not limited in its application to the details of construction and the arrangement of the components set forth in the following description or illustrated in the drawings. The subject matter is capable of other embodiments or of being practiced or carried out in various ways. Also, it is to be understood that the phraseology and terminology employed herein is for the purpose of description and should not be regarded as limiting. In discussion of the various figures described herein below, like numbers refer to like parts. The drawings are generally not to scale.
For clarity, non-essential elements were omitted from some of the drawings.
Reference is now made to
The mesh is made of hard metal of low thickness that renders the structure the capability to crash the descending object that hits the mesh. The vertical mesh cuts the descending object and slices it to pieces. Many of the pieces that are crashed are passing through the entire mesh.
It should be mentioned that the distance between the rows of the mesh from both directions can be different as can be seen in
In order to improve the efficiency of the mesh, it can be provided with crushing elements such as arrows, bars, pins, or other elements that will make the crushing effect more effective and will also reduce the velocity of the descending object or it's parts.
Bottom layer 104 comprises also a mesh structure 111 supported on another structure as will be shown herein after.
Reference is now made to
The poles 106 can be hollow tubes that are preferably filled with concrete or any other material that will provide additional strength. The concrete can be reinforced. The tubes themselves can be made of a hard metal or reinforced concrete. The choice of material is made by the needed strength of the structure and the expected hazard.
Reference is now made to
It should be mentioned that in a preferred embodiment, the size of the mesh can be 75×75 mm so that the over whole mesh size is very smaller and will eventually prevent objects from damaging objects on mounted on the bottom layer 104.
Reference is now made to
The mesh layer 504 is mounted on top of the barrel 506, and is supported by beams and bars connected through screws, pins or any other connecting means.
It should be mentioned that spilling concrete so as to embed the metal parts within the concrete when it is being hardened is only one possibility to form the absorbing structure. It is also possible to provide a hard concrete onto which the pieces and sheets of metal will be connected through screws, pins, force connectors, etc.
The concrete can be made of plain concrete, reinforced concrete, composite material, or any other possible material without limiting the scope of the disclosed subject matter. Sand, stones, polyester materials, reinforced particles of composite materials or aggregates from any type can be added to the concrete or the other materials.
Since the barrel layer 506 is acting as an absorbing layer; it supposes to uptake a tremendous pressure, and therefore, it is supported by a plurality of supporting shafts 508 that are in a height that accord the height of the barrel layer 506. Supporting shafts 508 has a profile in the shape of the letter I that is supported from both sides so as to support the relatively heavy mesh layer 504 and be supported by itself. The supporting shafts 508 can clearly be seen in the frontal view of
Alternatively and additionally, strengthening beams 514 are provided approximately at the middle of barrel layer 502. Beams 514 are connected between the shafts 508 so as to render additional strength to the shafts.
A connecting sheet 510 is provided at the edge of the bottom absorbing layer 502 on both sides. The sheet has a bent 512 so as to provide additional strength to the system. The sheets 510 are connected at the bottom of the barrel to a corresponding part of the shafts 508 and to the structure of the mesh 504 at the upper part of the layers 502. It should be noticed that
Reference is now made to
It should be mentioned that the poles 106 can be in any length depending on the demands of the structure while it is also possible that the crushing layer, upper layer 102 will be mounted directly onto the absorbing bottom layer 104. It should be also mentioned that the supporting poles 106 can be in different heights so as to provide, as an example, an angle between the upper and the bottom layers while the upper layer 102 will not be parallel to the bottom layer. A predetermined angle can be constructed to a certain direction so that when objects or projectile are expected to descend from a certain angle, the mesh will be directed towards this direction so as to more effectively imply the crushing action of the upper layer that is designed so as to inflict severe damage to the object and crush it.
It is appreciated that certain features of the subject matter, which are, for clarity, described in the context of separate embodiments, may also be provided in combination in a single embodiment. Conversely, various features of the subject matter, which are, for brevity, described in the context of a single embodiment, may also be provided separately or in any suitable sub combination.
Although the subject matter has been described in conjunction with specific embodiments thereof, it is evident that many alternatives, modifications and variations will be apparent to those skilled in the art. Accordingly, it is intended to embrace all such alternatives, modifications and variations that fall within the spirit and broad scope of the appended claims.
Number | Date | Country | Kind |
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249244 | Nov 2016 | IL | national |
Filing Document | Filing Date | Country | Kind |
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PCT/IL2017/051288 | 11/27/2017 | WO | 00 |
Publishing Document | Publishing Date | Country | Kind |
---|---|---|---|
WO2018/096543 | 5/31/2018 | WO | A |
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Number | Date | Country | |
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20200283972 A1 | Sep 2020 | US |