Abstract:
A Storm Shelter which meets FEMA criteria and can be assembled from the inside, within an existing room of a house. The shelter includes connection members which are not joined to one another at their ends, and panels having C-shaped channel members which have apertures for bolting to the connection members and to each other. A reinforced door formed of a panel having C-shaped channels on its sides is mounted to swing inwardly whereby providing entry and exit.

Description:
FIELD OF INVENTION 
     This invention is directed to safe rooms or tornado shelters conforming to the “National Performance Criteria for Tornado Shelters,” 1 st  Edition, May 8, 1999, published by the Federal Emergency Management Agency (FEMA), and Booklet #320 entitled “Taking Shelter From The Storm: Building a Safe Room Inside Your House,” 2 nd  Edition, August 1999 also published by Federal Emergency Management Agency (FEMA). The criteria of these publication requires, among other things, that the shelter and components withstand forces imposed by 250 mph ground-level wind speeds and prevent perforation by a 15 lb. 2×4 board traveling at a speed of 100 miles per hour. More particularly, this invention is directed to the problems of design and installation of a storm shelter meeting FEMA criteria and simultaneously being capable of efficient installation within an existing building with minimum costs of components and assembly. 
     This invention includes a unique door construction for completion of the shelter that is wheel chair accessible, swings inwardly to avoid being blocked by debris and has a simple actuator for a three bolt lock that facilitates operation by children. This door also meets the FEMA criteria of withstanding forces imposed by a 250 mph ground level wind and perforation by a 15 lb. 2×4 board traveling at a speed of 100 miles per hour. 
     RELATED ART 
     The problems of installing a vault or safe room facility within an existing building have been previously noted in the art. For example, U.S. Pat. No. 5,813,174 (Waller) recognized that such units often could not be installed without demolishing a major part of a building. For this reason, he disclosed a unit that could be shipped in a compact packaging unit for installation in a building without major modifications to the existing structure. While his concepts have merit, they do require special pre-fabricated “connector sleeves” and “welded plate connectors” which must be welded to connection members. In addition, U.S. Pat. No. 5,813,174 teaches a “light-weight” steel structure and does not disclose a door structure. Importantly, since the door structure has a substantial surface area, its design, in a manner capable of meeting the FEMA guidelines, presents a challenge. 
     Accordingly, the present invention seeks to eliminate the need for any special pre-fabricated connectors or connections, to use heavy, 10 gauge steel, to utilize standard, off the shelf connectors and to provide a door design that will meet the standards of FEMA. 
     SUMMARY OF INVENTION 
     Tis invention comprises a tornado shelter that will meet the performance criteria of FEMA and withstand forces imposed by a 250 mph ground level wind as well as perforation by a 15 lb. 2×4 board traveling at a speed of 100 miles per hour. It includes C-shaped channel members formed of steel and bolted together to define square or rectangular building having a door that is also capable of withstanding the same forces. Importantly, the unit is wheelchair accessible. In addition, its door locking structure reduces the risk of children locking themselves within the structure. 
     Accordingly, the objectives of this invention are to provide, among other things, 
     1) A low cost tornado shelter that requires no special prefabricated parts and may be assembled by a home owner within a room of his existing home; 
     2) A low cost tornado shelter having surface panel members formed to have integral interconnection capabilities and a very high substantial, integral strength; 
     3) A low cost tornado shelter having a wide, high strength door and assembly that does not impede wheelchair entry, opens inwardly to prevent blockage by storm debris, has a simplistic locking device and is sufficiently strong to meet FEMA criteria; 
     4) Surface panel members for tornado shelters formed of C-shaped construction providing ease of assembly; 
     5) A low cost tornado shelter that can be assembled from the inside, i.e., easily assembled within a closet of a home; 
     6) A low cost tornado shelter that can be disassembled from the inside so as to permit an emergency egress by disassembling any of the individual wall panels; 
     7) A low cost tornado shelter that does not require a separate, integrated frame structure; and 
     8) A door and simplified lock system that also meets the FEMA standards and is prefabricated in a manner to facilitate construction of the shelter. 
    
    
     DESCRIPTION OF THE DRAWINGS 
     The manner in which these objectives and other desirable characteristics can be obtained from this invention is explained in the following specification and attached drawings in which: 
     FIG. 1 is a perspective view of the preferred embodiment of the shelter as assembled in a home or building; 
     FIG. 2 is an exploded view of the shelter of FIG. 1; 
     FIG. 3 is a partial exploded view of some of the components of the preferred embodiment of the shelter with sections broken away to demonstrate a method of assembly of the shelter; 
     FIG. 4 is a perspective view, in section, of a portion of a panel member taken through the lines  4 — 4  of FIG. 3; 
     FIG. 5 is a partial plan view of a section of the door and door frame assembly taken through a vertical center line of thereof; 
     FIG. 6 is a partial side elevational view of the door and door frame assembly taken along a horizontal section line thereof; 
     FIG. 7 is a partial side elevational view, in section, illustrating a preferred method of anchoring the unit to a concrete slab; 
     FIG. 8 is a side elevational view of the door panel prior to being formed into its C-shaped configuration; 
     FIG. 9 is a perspective view of the door as seen from the inside of the shelter; 
     FIG. 9 a  is an exploded view of section of the door of FIG. 9 illustrating the actuation of the pin locks of the shelter; and 
     FIG. 10 is a perspective view of a dead bolt which may be used to lock the unit with key. 
    
    
     DETAILED DESCRIPTION 
     A preferred embodiment of the present invention is depicted in one intended environment in FIG. 1 of the drawings. The shelter  10  has a body formed of a top section  12  and four sides  14 , one of which includes a door  16  and a door frame assembly  22  with a locking device to be further illustrated. The door  16  may be provided with a series of apertures  18  comprising a lower air vent that works in conjunction with an upper air vent installed in the top section  12  to allow natural cross ventilation within the shelter. 
     The top section  12  and the four side sections  14  are constructed from very strong, steel panels  30  which are bolted together. These sections are further interconnected by connection bars  50  and strong steel bolts in the manner depicted in FIG.  3 . The connection bars  50  connect the sides  12  and top  14  together, but, in an effort to lower cost, they are not joined to one another at their ends, thus eliminating the need for connectors or additional fasteners. 
     Preferably, the steel panels  30  are formed of 10 gauge steel. They are formed into their final, high strength shape shown in FIGS. 3 and 4 on a press brake or a roll forming machine. This final, high strength shape includes flat section  32  and a C-section  34  at each side of the panel comprising a web  36  and an inturned flange  38 . In addition, each panel  30  is provided with a folded and welded flat section  40  at each end. 
     Each of the panels  30  have mating apertures  44  drilled or punched along the entire length of their web  36 . Preferably ½ inch grade five bolts  46  are passed through and join adjacent panels together as shown towards the top of the panels  30  as shown in FIG.  5 . 
     The folded sections  40  and  42  at the top and bottom of each panel  30  are also provided with apertures  44 . Again, bolts  46  pass through apertures  44  in the folded sections to join each panel  30  to an associated tubular interconnecton member  50  that is provided with regularly spaced threaded apertures  54  on two adjoining sides. These apertures  54  are threaded to receive a ½ inch grade 5 bolt for strength. 
     Thus, each wall section  14  or top section  12  comprises complete walls that are of high strength resulting from the formed and bolted together C-shaped sections. Each of these sections are joined to one another through an interconnection bar or tube member  50  to define a four sided shelter with a top as shown in FIG.  1 . 
     To insure that the shelter  10  can withstand the  250  mile per hour ground level wind criteria of FEMA, each panel is solidly anchored to a concrete slab  62  as shown in FIG.  7 . To obtain a solid anchor, the bottom end of each panel is also provided with a center hole (not shown) and is reinforced with a thick metal bar  60  having a matching aperture through the center thereof. Preferably, this bar  60  is welded to its associated panel  30 . Then, apertures  61  are drilled in the concrete slab  62  for receiving an anchor bolt  64 . Thereafter, an adhesive (not shown) is placed in the aperture  61  for bonding an anchor bolt  64  to the slab  62 . Preferably, these anchor bolts are those manufactured, sold and installed in accord with the instructions of Hilti, Inc. of Tulsa, Okla. under the designation Hilti ½″×6½″ HAS Rods A36, #00068667. 
     With the shelter&#39;s side walls  14  and top  12  assembled, the door  16  and its frame assembly  22  can be installed. This door is preferably  36  inches wide. Such a width requires substantial reinforcement structures and locking bolts to withstand the required parameters of FEMA. 
     This door structure  16  begins with a flat  12  gauge steel panel  70  which is provided with material to form a C-shaped reinforcing perimeter  72  comprised of a web  76 , an inturned flange  78  and a return flange  79  that is formed on a press brake. As shown in FIG. 9, the door  16  is also provided with an upper horizontal reinforcing bar  80  and a lower horizontal reinforcing bar  82  which is tall enough to cover the ventilation apertures  18 . Openings are formed in the lower section of the lower bar  82  (not shown) to permit cross ventilation of the shelter in conjunction with the upper vent  24 . To further strengthen the door, two vertical bars  84  and  86  are spaced apart and welded to the door structure  16  and the steel panel vertical reinforcing bars  84  and  86 . Additional bars or angle iron members can be added to further strengthen the door. 
     An important aspect of the door is an inexpensive triple pin lock unit which is composed of three horizontal sliding locking pins  90 , connected together with a synchronizer or actuator bar  88 . The sliding member pins  90  are identical and spaced apart to extend through the C-shaped reinforcement  72  of the door  20  and into apertures (not shown) of the door frame assembly  22 . The locking pins  90  are further guided by extending through apertures in the door stiffener  84 . 
     This three pin lock can be reciprocated by both an internal and external tee handle  92  which has a central shaft (unnumbered) passing through an aperture in the door panel  70 . Rotation of the tee handle  92  and its associated shaft results in rotation of a lever  94  which then reciprocates lock link  96  and synchronizer/actuator lock member  88 . This reciprocation moves the locking pins  90  into and out of the locking apertures (not shown) of the door assembly  22 . Thus, the invention provides a three bolt lock simplistically operated by a single, centrally located actuator  88 . 
     A security locking device may be provided if the shelter is also to be used as a storage safe for protection of valuables. One low cost locking means is depicted in FIG.  10 . It includes a conventional, dead bolt lock  98  having an external key and an internal locking knob for reciprocation of the dead bolt  99  into a recess (unnumbered) of a locking bar  100  which extends from the synchronizer/actuator bar  88 . 
     To facilitate complete installation of the shelter, the door is mounted to a door frame assembly  22 . The details of this assembly are best shown in FIGS. 5 and 6. It includes a primary frame member  110  which extends about the sides and the top of the door  16  and takes the shape depicted in FIGS. 5 and 6. As manufactured, the door  16  is hinged to the primary frame member  110  through a set of three hinges, one of which is depicted at  112  in FIG.  6 . As shown, the door  16  is mounted to open into the shelter  10  to avoid blockage of the door by storm debris. 
     For ease of mounting, the door and its frame assembly are preferably placed inside the area about which the shelter is to be constructed. After the walls are constructed, the unit is stood up right and moved between the wall panels  30  defining the door area. An angle shaped hanger  116  is bolted to the underside of the bar  50  defining the top of the door opening. Then, a connecting bracket  118 , preferably in the shape depicted in FIG.  5  and welded or affixed to the primary frame member  110 , is affixed to the hanger  116  by bolts as shown. 
     In addition to the top connection to the bar  50 , each side of the door frame assembly  22  is bolted to the adjacent web  36  of the panels  30  on each side of the door opening. Again, a connecting bracket  120  is affixed to the door frame me connecting bracket is provided with drilled and tapped apertures for receiving bolts through the apertures  44  of the web  36  of the panels. 
     Preferably, the door frame assembly includes a metal floor plate as depicted in FIG. 1 having a thickness of ½ or less so as to facilitate wheel chair access into the shelter. This floor plate is also provided with apertures for anchoring same to the concrete slab  62  in a manner similar to that depicted in FIG.  7 . Additional counter sunk apertures with appropriate countersink bolts are used to further secure the metal plate. 
     Those skilled in the art will appreciate that this invention can be modified in various ways without departing from the true scope of my invention. For example, the door frame assembly  22  can take various forms including that of eliminating the extending flanges for cost purposes. In addition, various strengthening bends or folds might be placed in the panels  30 . In some instances, buyers may desire to finish the shelter by applying paint, particle board or other surface treatments. In addition, others may desire to incorporate integral storage to the device. These and similar modifications are within the scope of my development.