Anti-ballistic shelter

US2018010352A1 · US · A1

Patent metadata
FieldValue
Publication numberUS-2018010352-A1
Application numberUS-201715461226-A
CountryUS
Kind codeA1
Filing dateMar 16, 2017
Priority dateMay 2, 2012
Publication dateJan 11, 2018
Grant date

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  1. Title

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  2. Abstract

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  3. Assignees and inventors

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  4. Key dates

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  5. First independent claim

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  6. CPC / IPC classifications

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  7. Citations and related patents

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Abstract

Official abstract text for this publication.

The present anti-ballistic shelter is a reinforced unit configured to comply with both ISO standards for size and weight, and with the U.S. Department of State Certification Standard for Forced Entry and Ballistic Resistance of Structural Systems. Each end and side wall of the unit is reinforced with wall studs that penetrate the unit's structural framework. Even though these wail studs are welded into place, penetration of the wall studs into the framework ensures acceptable blast, ballistic, and forced entry resistance even if the welds are flawed.

First claim

Opening claim text (preview).

What is claimed is: 1 . An anti-ballistic shelter apparatus, wherein said apparatus comprises: a base assembly comprising; a plurality of channeled floor/roof support beams extending between a plurality of floor girders, said plurality of channeled floor/roof support beams connected to a plurality of floor/roof support beams. a floor connected to said plurality of floor girders, wherein one of said plurality of floor, girders has a plurality of stud apertures spaced 16 inches apart at center, wherein each of said plurality of channeled floor/roof support beams has a length of 9.59375 feet, a width of 3 inches, a height of 2 inches, and a weight of 7.1 lbs. per foot of length, wherein each of said plurality of floor girders has a length of 39.125 feet and a hollow structural cross-section of 10 by 5 by ⅜ inches wherein each of said plurality of floor/roof support beams has a length of 7.125 feet and a hollow structural cross-section of 3 by 3 by 5/16 inches, wherein said floor has dimensions of 39.5 feel by 7.395333 feet; a top assembly comprising: a plurality of channeled floor/roof support beams extending between plurality of top girders, said plurality of channeled floor/roof support beams connected to a plurality of floor/roof support beams, a roof connected to and located above said plurality of top girders, an interior roof connected to and located below said plurality of top girders, wherein said top girder has a plurality of stud apertures spaced 16 inches apart at center, wherein each of said plurality of top girders has a length of 39.833 feet and a hollow structural cross-section of 5 by 3 by ½ inches, wherein said roof has dimensions of 39.95833 feet by 7.95833 feet, wherein said interior roof has dimensions of 39.20833 feet by 7.125 feet a first end wall assembly comprising: two ISO right freight container corner fittings and two ISO left freight container corner fittings, bottom frame, and a top frame connecting said two ISO right freight container corner fittings to said two ISO left freight container corner fittings, a plurality of corner columns connecting said two ISO right freight container corner fittings and connecting said two ISO left freight container corner fittings, an exterior plate connected to said bottom frame, said top frame, and said plurality of corner columns, an interior plate connected to said bottom, frame, said top frame, and said plurality of corner columns, wherein said bottom frame and said top frame have a plurality of stud apertures, wherein a plurality of wall studs extend through said plurality of stud apertures into said bottom frame and said top frame, wherein said bottom frame has a length of 6.9270833 feet and a hollow structural cross-section of 10 by 5 by ⅜ inches, wherein said top frame has a length of 6.9270833 feet and a hollow structural cross-section of 5 by 3 by ⅜ inches, wherein each of said plurality of corner columns has a height of 9.166 feet, and a hollow structural cross-section of 5 by 5 by ⅜ inches, wherein each of said plurality of wall studs has a height of 9.166 feet and a hollow structural cross-section of 3 by 2 by ¼ inches, wherein said exterior plate has dimensions of 7.125 feet by 8.270833 feet, wherein said interior plate has dimensions of 7.125 feet by 8.270833 feet, a second end wall assembly comprising: two ISO right freight container corner fittings and two ISO left freight container corner fittings, a bottom frame end and a top frame end connecting said two ISO right freight container corner fittings to said two ISO left freight container corner fittings, a plurality of corner columns connecting said two ISO right freight container corner fittings and connecting said, two ISO left freight container corner fittings, an exterior end wall connected to said bottom frame end, said top frame end, and said plurality of corner columns, an interior end wall connected to said bottom frame end, said top frame end, and said plurality of corner columns, wherein said bottom frame end and said top frame end have a plurality of stud apertures, wherein a plurality of wall studs extend through said plurality of stud apertures into said bottom frame end and said top frame end, wherein said bottom frame end has a length of 7.125 feet and a hollow structural cross-section of 10 by 5 by ⅜ inches, wherein said top frame end has a length of 6.9270833 feet and a hollow structural cross-section of 5 by 3 by ½ inches, wherein said exterior end wall has dimensions of 7.125 feet by 8.270833 feet, wherein said interior end wall has dimensions of 7.125 feet by 8.25 feet; and a plurality of sidewall assemblies, each sidewall assembly comprising: an exterior sidewall connected to one of said plurality of floor girders and said top girder, an interior sidewall connected to one of said plurality of floor girders and said top girder, wherein a plurality of wall studs extend into said top girder and one of said plurality of floor girders through said plurality of stud apertures in said top girder and one of said plurality of floor girders, wherein said exterior sidewall has dimensions of 39.125 feet by 8.25 feet, wherein said interior sidewall has dimensions of 39.125 feet by 8.25 feet. 2 . The apparatus of claim 1 , wherein a center of each stud aperture is located 12.25 inches to 16 inches from a center of another stud aperture in said top end beam or said bottom end beam. 3 . The apparatus of claim 1 , wherein at least one pair of said exterior end wall and said interior end wall or said interior sidewall and said exterior sidewall includes at least one window frame assembly. 4 . The apparatus of claim 3 , wherein said at least one window frame assembly comprises a plurality of horizontal window frames, a plurality of vertical window frames, a plurality of vertical window moldings, and a plurality of horizontal window moldings. 5 . The apparatus of claim 1 , wherein said exterior end plate and said interior end plate include a door frame assembly. 6 . The apparatus of claim 5 , wherein said door frame assembly has dimensions of 7.25 feet by 3.84375 feet. 7 . The apparatus of claim 5 , wherein said door frame assembly includes two vertical door frames connected by a door header. 8 . The apparatus of claim 1 , wherein said exterior plate, said interior plate, said exterior end wall, said interior end wall, said interior sidewall, and said exterior sidewall are 0.0625 inches to 0.5 inches thick. 9 . The apparatus of claim 1 , wherein said exterior plate, said interior plate, said exterior end wall, said interior end wall, said interior sidewall, and said exterior sidewall are 0.5 inches to 1 inch thick. 10 . The apparatus of claim 1 , further comprising at least one footer embedded in the ground, wherein said footer comprises a concrete platform having at least one metal protrusion extending therefrom. 11 . The apparatus of claim 10 , wherein said at least one footer has a trapezoidal cross-section. 12 . The apparatus of claim 10 , wherein said at least one tooter extends from one of said ISO right freight container corner fittings to one of said ISO left freight container corner fittings. 13 . The apparatus of claim 10 , wherein said at least one metal protrusion is a vertical twistlock removably connected to one of said ISO right freight container corner fittings or one of said ISO left freight container corner fittings. 14 . The apparatus of claim 10 , wherein said at least one footer comprises a first footer and a second footer, wherein said first footer extends below said first end wall assembly and sa

Assignees

Inventors

Classifications

  • U- or C-shaped · CPC title

  • Details of the elongated load-supporting parts · CPC title

  • Welded or glued connection · CPC title

  • E04H9/10Primary

    Independent shelters; Arrangement of independent splinter-proof walls · CPC title

  • Fastening frames to the border of openings {or to similar contiguous frames (E06B1/003 takes precedence)} · CPC title

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What does patent US2018010352A1 cover?
The present anti-ballistic shelter is a reinforced unit configured to comply with both ISO standards for size and weight, and with the U.S. Department of State Certification Standard for Forced Entry and Ballistic Resistance of Structural Systems. Each end and side wall of the unit is reinforced with wall studs that penetrate the unit's structural framework. Even though these wail studs are wel…
Who is the assignee on this patent?
Us Army
What technology area does this patent fall under?
Primary CPC classification E04H9/10. Mapped technology areas include Fixed Constructions.
When was this patent published?
Publication date Thu Jan 11 2018 00:00:00 GMT+0000 (Coordinated Universal Time) (A1). Legal status and post-grant events are not shown on this page.
What related patents are in patentsdb?
We list 8 related publications on this page (citations in our corpus or others sharing the same primary CPC).