1. Field of the Invention
The description and claims in this application related to wall structures and methods of making wall structures, which provide protection against ballistic devices such as projectiles from pistols, rifles and machine guns.
2. Description of the Related Art
The walls of conventional buildings generally do not provide significant safety from bullets shot from handguns, rifles and machine guns. In particular, although the relatively thin exterior and interior panels of a conventional building may reduce the velocity of bullets, the bullets may penetrate both panels with sufficient velocity remaining to harm or kill an occupant of the building. Fortress-like structures may be built having hardened walls of steel or reinforced concrete; however, such construction is quite expensive. Furthermore, such construction requires the time-consuming transportation of construction materials and heavy construction equipment, and then requires a considerable amount of time to erect. Thus, for example, when a military force enters an area subject to live fire from enemy forces, the military personnel must rely on existing unreinforced structures or portable structures such as tents, none of which provide adequate protection from bullets.
In view of the foregoing, a need exists for buildings which can be quickly constructed using conventional techniques and using readily transportable materials.
An aspect of an embodiment disclosed herein is a wall system comprising a lower horizontal member, an upper horizontal member, and a plurality of spaced apart vertical supports positioned between the lower horizontal member and the upper horizontal member. Each vertical support has a thickness between a respective first side and a respective second side. A first panel is mounted to the respective first sides of at least two of the vertical supports, and a second panel is mounted to the respective second sides of the at least two of the vertical supports to form a cavity bounded by the first panel and the second panel and bounded by the at least two of the vertical supports. At least one of the first panel and the second panel comprises a sheet of construction material, and a metallic sheet secured to the sheet of construction material. A granular filler material substantially fills the cavity between the lower support member and the upper support member.
In certain embodiments, the granular material comprises a stony material. For example, the stony material comprises sand in certain embodiments. In certain embodiments, a flexible sheet (e.g., a rubber sheet) is suspended from the upper support member in a position between the first panel and the second panel. The flexible sheet has a first face and a second face. A first portion of the granular filler material is positioned between the first face of the flexible sheet and the first panel, and a second portion of the granular filler material is positioned between the second face of the flexible sheet and the second panel. In particular embodiments, a sheet of woven para-aramid fiber (e.g., Kevlar®) is loosely coupled to at least one of the first face and the second face. For example, the woven sheet is secured to the flexible sheet at a plurality of spaced apart locations. In certain embodiments of the wall system, a self-sealing material is positioned on the inside of the metallic sheet to inhibit loss of the granular filler material when the metallic sheet is penetrated by a projectile.
Another aspect of an embodiment disclosed herein is a method of constructing a wall system. The method comprises erecting a plurality of vertical support members between a lower horizontal member and an upper horizontal member to form wall frame having a first side and a second side. The method also comprises mounting a first panel on a first side of the wall frame and mounting a second panel on a second side of the wall frame to form a cavity therebetween. At least one of the first panel and the second panel comprises a sheet of construction material and a sheet of metal adhered to the sheet of construction material. The method further comprises filing the cavity with a granular filler material such that the granular filler material extends from the lower horizontal member to the upper horizontal member.
In certain embodiments of the method, the granular material comprises a stony material, such as, for example, sand. In certain embodiments, the method further comprises suspending a flexible sheet (e.g., a rubber sheet) from the upper horizontal member. The flexible sheet extends from the upper horizontal member to a position proximate the lower horizontal member. In certain embodiments of the method, the flexible sheet is suspended from the upper horizontal member prior to filling the cavity with the granular filler material. In accordance with one embodiment of the method, the flexible sheet is mounted with a first portion of the granular filler material between the flexible sheet and the first panel and with a second portion of the granular filler material between the flexible sheet and the second panel. In accordance with another embodiment of the method, the first portion of granular filler material has a first volume and the second portion of granular filler material has a second volume. In accordance with one embodiment of this aspect of the method, the first volume and the second volume are substantially equal. In certain embodiments of the method, the flexible sheet has a first face and a second face, and a sheet of woven para-aramid fiber (e.g., Kevlar®) is mounted to at least one of the first face or the second face. In certain embodiments, the sheet of woven Kevlar fibers is fastened to the flexible sheet at a plurality of spaced apart locations to provide a loose coupling between the flexible sheet and the Kevlar sheet. In certain embodiments of the method, a self-sealing material is positioned on the inside of the sheet of metal to inhibit loss of the granular filler material when the metallic sheet is penetrated by a projectile.
Another aspect of an embodiment disclosed herein is a method of constructing a protective wall system. The method comprises erecting a plurality of vertical support members between a lower horizontal member and an upper horizontal member to form a wall frame having a first side and a second side. The method further comprises mounting a first panel on a first side of the wall frame and mounting a second panel on a second side of the wall frame to form a cavity therebetween. At least one of the first panel and the second panel comprises a sheet of construction material and a sheet of metal adhered to the sheet of construction material. The method further comprises filing the cavity with a granular filler material. Certain embodiments of the method include suspending a flexible sheet (e.g., a rubber sheet) within the cavity. Certain embodiments further include loosely mounting a sheet of woven para-aramid fiber (e.g., Kevlar®) to at least one side of the flexible sheet. In certain embodiments of the method, a self-sealing material is positioned on the inside of the sheet of metal to inhibit loss of the granular filler material when the metallic sheet is penetrated by a projectile.
Another aspect in accordance with embodiments disclosed herein is a wall section that comprises a lower horizontal member. At least a first vertical member and a second vertical member have respective lower ends mounted on the lower horizontal member and have respective upper ends. Each of the vertical members has a first side and a second side. An upper horizontal member is mounted on the upper end of the first vertical member and on the upper end of the second vertical member. A first panel is secured to the first side of the first vertical member and to the first side of the second vertical member. A second panel is secured to the second side of the first vertical member and to the second side of the second vertical member. The first panel and the second panel form a cavity bounded by the lower horizontal member, the upper horizontal member, the first vertical member and the second vertical member. At least one of the first panel and the second panel comprises a wallboard sheet and a thin sheet of high strength material attached to and covering at least one side of the wallboard sheet. The wall section further comprises a granular filler material that substantially fills the cavity between the lower horizontal member and the upper horizontal member. In certain embodiments, a flexible sheet is suspended within the cavity. In certain embodiments, a sheet of woven para-aramid fiber (e.g., Kevlar®) is loosely mounted to at least one side of the flexible sheet.
In certain embodiments of the wall section, the granular material comprises a stony material, such as, for example, sand. In certain embodiments of the wall section including a flexible sheet, the flexible sheet is in a plane between and generally parallel to the first panel and the second panel. The flexible sheet has a first face and a second face. A first portion of the granular filler material is positioned between the first face of the flexible sheet and the first panel, and a second portion of the granular filler material is positioned between the second face of the flexible sheet and the second panel. In certain embodiments, the wall system further comprises a sheet of woven para-aramid fiber (e.g., Kevlar®) loosely coupled to at least one of the first face and the second face of the flexible sheet. For example, the woven sheet of Kevlar fiber is secured to the flexible sheet at a plurality of spaced apart locations. In certain embodiments of the wall section, a self-sealing material is positioned on the inside of the sheet of metal to inhibit loss of the granular filler material when the metallic sheet is penetrated by a projectile.
The foregoing aspects and other aspects of this disclosure are described in detail below in connection with the accompanying drawing figures in which:
The wall section further includes a plurality of vertical members 24, which may be referred to as wall studs. The vertical members have respective lower ends 30 mounted on the lower horizontal member and have respective upper ends 32 which support the upper horizontal member. The vertical members are mounted perpendicular to the horizontal member such that when the horizontal member is mounted horizontally on a foundation or other supporting surface, the vertical members are perpendicular to the supporting surface.
The lower horizontal member 20, the upper horizontal member 22 and the vertical members 24 may comprise a variety of construction materials, such as, for example, wood or metal. In the embodiments illustrated herein, the lower and upper horizontal members are metal (e.g., steel) channel sections, and the vertical members comprise metal (e.g., steel) C-sections or channel sections, which provide a combination of high strength, light weight, consistent dimensions, and fast construction. In particular, the horizontal members and the vertical members may be manufactured in a factory or at a remote location and shipped to a construction site for rapid assembly. Alternatively, entire wall sections may be prefabricated and shipped to the construction site, where the sections are interconnected before performing the steps described below.
The vertical members 24 have cross-sectional dimensions chosen in accordance with a selected wall thickness. For example, in the illustrated embodiment, the C-shaped cross section has a web 40, a first flange 42 and a second flange 44. The first and second flanges are perpendicular to the web. The two flanges have respective perpendicular lips 46 and 48, which are parallel to the web. The two flanges define a minor width of 1.5 inches, and the web defines a single major width of 3.5 inches. Thus, the dimensions of the illustrated vertical members generally correspond to the cross-sectional dimensions of a “two-by-four” construction stud. If a greater wall thickness is desired, the major width of the web may be selected to be 5.5 inches to correspond to the major width of a “two-by-six” construction stud. The minor width of the flanges may also be increased for additional strength.
In the illustrated embodiment, the lower horizontal member 20 is a lower framing track that has a structure similar to the structure of the vertical members 24. In particular, the lower horizontal member has a central web 50 and a first perpendicular flange 52 and a second perpendicular flange 54. Unlike the flanges of the vertical members 24, the flanges of the lower horizontal member do not have lips. The web of the lower horizontal member is slightly larger than the overall major width of the vertical members so that the lower ends 30 of the vertical members fit between the flanges 52 and 54. The vertical members are secured to the horizontal member by conventional interconnection devices (e.g., using screws, rivets, or other suitable fasteners (not shown)).
In the illustrated embodiment, the upper horizontal member 22 is similar to the lower horizontal member 20 and has a horizontal web 60, a first perpendicular web 62 and a second perpendicular web 64. The upper horizontal member is positioned over the upper ends 32 of the vertical members 24 between the first and second flanges and with the web resting on the upper ends. The upper horizontal member is secured to the vertical members by conventional interconnection devices (not shown).
In preferred embodiments, the vertical members 24 are spaced apart by selected distances in accordance with conventional construction techniques. For example, in the illustrated embodiment, the vertical members have a center-to-center spacing of 16 inches. In other embodiments, the vertical members have a center-to-center spacing of 24 inches.
The lengths of the vertical members 24 are selected in accordance with a desired height of the wall section. For example, when the desired height of a wall section is eight feet, the lengths of the vertical members may be slightly less than eight feet so that the combined length of a vertical member and the thicknesses of the web of lower horizontal member 20 and the web of the upper horizontal member 22 are approximately eight feet.
As illustrated by an assembled wall structure 70 in
In the illustrated embodiment, the outer wall panel 72 and the inner wall panel 74 are composite structures, which are illustrated in
Each of the two panels 72 and 74 comprises a wallboard structure, such as, for example, the composite wallboard structure disclosed in U.S. Pat. No. 5,768,841 to Swartz et al., which is incorporated herein by reference. As shown in the exploded view in
In certain embodiments, the wallboard panel 82 of the inner wall panel 74 comprises gypsum board. In certain embodiments, the wallboard panel 82 of the outer wall panel 72 may also be a gypsum board. In alternative embodiments, the wallboard panel of the outer wall panel comprises a non-combustible material such as Durock® brand underlayment available from USG Corporation headquartered in Chicago, Ill.; PermaBase® brand cement board available from National Gypsum Company headquartered in Charlotte, N.C.; and Hardiebacker 500® brand cement backerboard available from James Hardie Building Products in Mission Viejo, Calif. Other cement boards and boards comprising other non-combustible materials may also be used.
As illustrated in
As further illustrated in the exploded view of
When fastened to the framing structure 10, the outer wall panel 72 and the inner wall panel 74 assist the assembled wall structure 70 in resisting in-plane and shear loading stresses. In addition, the two panels provide the advantages described below in protecting building occupants from bullets and other ballistic projectiles.
As shown in
As illustrated in
The embodiment of
As illustrated in the enlarged perspective view in
The flexible sheet 130 has a length that is selected to so that the flexible sheet spans substantially the entire distance from the upper horizontal member 22 to the lower horizontal member 20. The flexible sheet has a width selected to span the distance between adjacent vertical members 24. For example, in a wall section using metal studs having a center-to-center spacing of 16 inches, the flexible sheet has a width of slightly less than 16 inches. If wooden 2 by 4 studs are used, the flexible sheet has a width of approximate 14.5 inches to accommodate the thickness of the studs. In a wall section using metal studs having a center-to-center spacing of 24 inches, the flexible sheet has a width of slightly less than 24 inches.
Preferably, the flexible sheet 130 is suspended in the cavity 90 before adding the outer wall panel 72, the inner wall panel 74 and the sand (or other granular filler material) 100. As illustrated in the enlarged cross-sectional view in
In the embodiment of
The embodiment of
The woven fiber sheet 160 is attached to the second face 142 of the flexible sheet 130 at a plurality of widely spaced spots using a suitable adhesive. Thus, the woven fiber sheet hangs parallel to the flexible sheet. In the illustrated embodiment, the woven fiber sheet is mounted to the second face 142 of the flexible sheet so that a ballistic projectile passes through the flexible sheet before encountering the woven fiber sheet. Since the woven fiber sheet is loosely coupled to the flexible sheet, the fibers of the woven fiber sheet are able to move freely when impacted by the ballistic projectile, thus increasing the likelihood that the woven fiber sheet will capture the projectile rather than allowing the projectile to pass through the woven fiber sheet. Even if the projectile does pass through the woven fiber sheet, the velocity of the projectile will be further reduced, thus increasing the probability that the projectile will be stopped or sufficiently slowed by the combination of the sand in the second volume 146 and the metal sheet 80 of the inner wall panel 74 so that the projectile will not harm a person protected by the wall section 150. As discussed above, in preferred embodiments, the sheets 86 of self-healing material on the two wall panels assist in reducing or eliminating leakage through openings caused by passages of projectiles through the wall panels.
As illustrated in the foregoing embodiments, the walls of a structure can be erected easily and quickly at a construction site. The metal construction materials, the panels and the flexible sheet can be easily transported to a construction site and installed as described above. Alternatively, the wall sections, including the flexible sheet if desired, can be prefabricated and delivered to a construction site ready to be interconnected. After the walls are erected in either manner, the sand is added to the cavities of the wall sections. The sand to fill the cavities can be found at many construction sites or can be readily hauled to a construction site.
One skilled in art will appreciate that the foregoing embodiments are illustrative of the present invention. The present invention can be advantageously incorporated into alternative embodiments while remaining within the spirit and scope of the present invention, as defined by the appended claims.
The present application claims the benefit of priority under 35 U.S.C. §119(e) to U.S. Provisional Application No. 60/766,286, filed on Jan. 8, 2006.
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Number | Date | Country | |
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20080010932 A1 | Jan 2008 | US |
Number | Date | Country | |
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60766286 | Jan 2006 | US |