Concrete safe room

Information

  • Patent Grant
  • 6463702
  • Patent Number
    6,463,702
  • Date Filed
    Friday, October 27, 2000
    24 years ago
  • Date Issued
    Tuesday, October 15, 2002
    22 years ago
Abstract
A system for forming a safe room including a plurality of preformed concrete wall panels and a roof panel. Each panel includes an extension portion and a top beam which together define a shelf. The wall panels are interconnected to define a generally continuous perimeter shelf. The roof panel is positioned within the room perimeter and is set upon and secured to the generally continuous shelf.
Description




BACKGROUND OF THE INVENTION




The present invention relates generally to the field of prefabricated concrete wall construction, and more specifically, to a safe room constructed of prefabricated concrete wall panels.




Every year, hundreds of people are killed by natural disasters including hurricanes, tropical storms and the like. Many of these deaths are attributable to flying debris. For example, typical wall studs are often dislodged and hurled through the air at speeds upwards of 100 miles per hour. These airborne studs become missiles which can easily travel through standard stick frame construction. As a result, people in the path of a storm generally do not have a place to hide from these objects and must rely on circumstance to avoid being struck and injured or killed.




An additional problem experienced during such natural disasters is the failure, and thereby the removal of roofs from places of shelter. Once the roof of the structure is removed, the people inside become at greater risk of being struck by flying and falling debris.




Accordingly, there is a need for a safe heaven for people to retreat to during storms which is less susceptible to the above problems.




SUMMARY OF THE INVENTION




The present invention relates to a system for forming a safe room. A plurality of preformed concrete wall panels are interconnected to form a room perimeter. Each panel includes an extension portion and a top beam which together define a shelf. A roof panel is positioned within the room perimeter and is set upon and secured to the generally continuous shelf defined by the interconnected panels such that the roof is slightly recessed.











BRIEF DESCRIPTION OF THE DRAWINGS





FIG. 1

is a perspective view of a safe room in accordance with the present invention.





FIG. 2

is a perspective view of a wall panel made in accordance with the present invention.





FIG. 3

is a section view taken along the line


3





3


in FIG.


1


.





FIG. 4

is a partial section view taken along the line


4





4


in FIG.


1


.











DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT




The preferred embodiments will be described with reference to the drawing figures wherein like numerals represent like elements throughout. References to orientation refer to the orientation of an installed wall panel and are for clarity only.





FIG. 1

shows a preferred safe room


10


made in accordance with the present invention. The safe room


10


generally includes a plurality of prefabricated wall panels


30


which are connected to form a room perimeter. Each panel


30


is secured to a slab


12


or other foundation member. The room perimeter is preferably defined within and consistent with the remainder of the building structure. For example, the room


10


can be the master closet of a house or an office in a building. A roof panel


20


sits recessed within the room perimeter on a generally continuous shelf (not shown) defined by the wall panels


30


. A doorway


50


permits entrance and exit from the room


10


.





FIG. 2

shows a preferred planar wall panel


30


made in accordance with the present invention. The planar wall panel


30


has a solid portion which includes spaced vertical studs


32


extending between a top beam


34


and a base beam


36


. Nailing strips


38


are preferably formed integral with the vertical studs


32


and the top and base beams


34


,


36


. Insulation panels


40


extend between the vertical studs


32


, and with studs


32


, form a solid planar inside face on the wall


30


. The outside face of the wall has a solid planer concrete surface


42


. The concrete surface


42


includes an extended portion


44


extending above the top beam


34


. The extended portion


44


and the top beam


36


define a shelf


46


for supporting the roof panel


46


. The shelf


46


includes a number of anchor receptacles


47


for securing the roof panel


46


as will be described hereinafter. Referring to

FIGS. 1 and 3

, a number of steel reinforcement rods


48


are positioned in the wall panel


30


. A wire lath


49


may also be included behind the insulation panels across the entire area of the wall panel


30


. The preformed wall panels


30


may also be cavity walls, wherein the insulation panels


40


are recessed from the inside face of the wall


30


, or other variations of concrete wall panels including an extended portion


44


to define a support shelf


46


.




Referring to

FIGS. 1 and 3

, adjacent wall panels


30


are butted and secured to one another using any of a number of attachment methods. As shown in

FIG. 3

, the panels


30


are preferably mitered, but may have flat ends which are overlapped or connected through a separate comer piece. If overlapped or connected through a comer piece, the components are preferably configured such that the shelf remains continuous about the perimeter. For example, the comer piece may be formed with a defined shelf portion. With the panels


30


secured, a generally continuous shelf


46


is defined around the perimeter of the safe room


10


with a number of anchor receptacles


47


. Although the illustrated wall panels


30


define a rectangular perimeter, the wall panels


30


can be configured to define any desired room configuration.




The roof panel


20


will be formed with a configuration complementary to the room perimeter configuration. Referring to

FIG. 4

, the roof panel


20


is preferably a solid concrete slab reinforced with steel reinforcement rods


22


and a wire lath


24


. The roof panel


20


is preferably five inches (5″) thick, but can be made to any desired thickness. The height of the wall panel extensions


44


will correspond to the slab thickness such that the roof panel


20


is flush with or slightly recessed from the top of the wall panels


30


. This makes the roof panel


20


less likely to be subjected to wind or flying debris, and therefore, less susceptible to failure. The roof panel


20


includes a plurality of bores


26


which align with the anchor receptacles


47


in the wall panels


30


. Anchor bolts


28


are positioned in the receptacles


47


, extend through the bores


26


, and are secured by a nut


29


.




Referring to

FIGS. 1 and 3

, one of the panels


30


is provided with a doorway


50


. The doorway


50


preferably includes a jam


54


from which is hung a solid steel door


52


. The door


52


preferably opens inward to avoid debris blockage and to reduce the risk of outward suction by an external wind force. The door


52


includes a lock bolt


53


which mates within a reinforced lock plate


51


in the jam


54


. Additional securing means


56


, for example a pivotable latch, may be preformed in the wall panel


30


and mate with a catch


57


on the door


52


for additional fortification. The door jam


54


includes returns


55


which extend into the concrete such that the jam


54


can be preformed in the wall panel


30


to reduce its likelihood of failure. To ensure proper operation of the door


52


in the jam


54


, the door


52


or a blank (not shown) having the same size and shape is positioned in the jam


54


during pouring of the wall panel


30


.



Claims
  • 1. A preformed concrete wall panel comprising:a generally formed planar concrete surface; a concrete top beam extending from the concrete surface generally perpendicular thereto; and a concrete extension portion having a top plane and extending from the concrete surface generally parallel thereto and perpendicular to the top beam whereby the extension portion and the top beam define a shelf adapted to receive and support a portion of a roof panel such that the top plane extends along or above an upper surface of the roof panel.
  • 2. The preformed concrete wall panel of claim 1 wherein insulating material is positioned on an inside face of the concrete surface.
  • 3. The preformed concrete wall panel of claim 1 further comprising a base beam extending from the concrete surface generally perpendicular thereto.
  • 4. The preformed concrete wall panel of claim 3 wherein concrete vertical studs extend between the top and base beams.
  • 5. The preformed concrete wall panel of claim 4 wherein nailing strips are integrally formed with the vertical studs and the top and base beams.
  • 6. The preformed concrete wall panel of claim 1 wherein the shelf includes anchor receptacles for securing the roof panel thereto.
  • 7. The preformed concrete wall panel of claim 1 wherein reinforcement rods are positioned in the concrete surface.
  • 8. The preformed concrete wall panel of claim 1 wherein a wire lath is positioned in the concrete surface.
  • 9. A system for forming a safe room comprising:a plurality of performed concrete wall panels, each comprising: a generally planar concrete surface; a concrete top beam extending from the concrete surface generally perpendicular thereto; and a concrete extension portion extending from the concrete surface generally parallel thereto and perpendicular to the top beam whereby the extension portion and the top beam define a shelf wherein the wall panel extension portion defines a top plane and the roof panel has an upper surface that extends along or below the top plane; means for connecting the wall panels to define a room perimeter with a generally continuous shelf; a preformed concrete room panel positionable within the room perimeter upon the generally continuous shelf; and means for ingress and egress.
  • 10. The system of claim 9 wherein insulating material is positioned on an inside face of the concrete surfaces.
  • 11. The system of claim 9 wherein the wall panels each further comprise a base beam extending from the concrete surface generally perpendicular thereto.
  • 12. The system of claim 11 wherein concrete vertical studs extend between the top and base beams.
  • 13. The system of claim 12 wherein nailing strips are integrally formed with the vertical studs and the top and base beams.
  • 14. The system of claim 9 wherein the shelf includes anchor receptacles for securing the roof panel thereto.
  • 15. The system of claim 14 wherein the roof panel includes a plurality of bores which align with the anchor receptacles in the shelf.
  • 16. The system of claim 15 wherein anchor bolts are positioned in the anchor receptacles, extended through the bores and secured by a nut.
  • 17. The system of claim 9 wherein the means for ingress and egress is a doorway in one of the panels, the doorway including a jam, a solid steel door hung from the jam and a securing means.
  • 18. The system of claim 17 wherein the securing means includes a lock bolt which mates within a reinforced lock plate.
  • 19. The system of claim 17 wherein the jam is preformed within the respective panel.
  • 20. The system of claim 17 wherein the door opens into the defined perimeter.
  • 21. The system of claim 9 wherein the roofpanel is a solid concrete slab reinforced with steel reinforcement rods and a wire lath.
  • 22. The system of claim 9 wherein adjacent wall panels are connected using a separate comer piece having a shelf portion defined therein such that the shelf remains continuous about the perimeter.
Parent Case Info

This application claims the benefit of U.S. Provisional Application No. 60/162,796 filed Nov. 1, 1999.

US Referenced Citations (7)
Number Name Date Kind
2592634 Wilson Apr 1952 A
3596417 Zachry Aug 1971 A
4030262 Dean Jun 1977 A
5493838 Ross Feb 1996 A
5865001 Martin et al. Feb 1999 A
6003278 Weaver et al. Dec 1999 A
6151843 Weaver et al. Nov 2000 A
Provisional Applications (1)
Number Date Country
60/162796 Nov 1999 US