Composite for storm protection

Abstract

A composite suitable as an integral portion of a building affording protection from wind blown debris such as from a tornado comprises in order a lightweight material, a layer of fabric of high strength fibers bonded with a resin and a layer of a structural sheathing material such as plywood.

What is claimed is:  
     
         1 . A composite comprising in order: 
 (a) a layer of material having a density not greater than 0.25 grams per cubic centimeter;    (b) a layer of a fabric containing high strength fibers bonded with a resin    (c) a layer of structural sheathing.    wherein the bonded fabric layer will deflect in a range from 5.0 to 17.5 centimeters when impacted with a 33 kilogram (15 pound) 2×4 lumber projectile at a speed of 161 kilometers (100 miles) per hour in accordance with ASTM test procedure E1886-97 mounted on a rigid frame.    
     
     
         2 . The composite of  claim 1  wherein the deflection is in a range from 8.0 to 16.0 centimeters.  
     
     
         3 . The composite of  claim 1  wherein the high strength fibers are selected from the group consisting of aramid fibers, glass fibers, polyethylene fibers, polyvinyl alcohol fibers, polyarylate fibers, polybenzazole fibers, or carbon fibers.  
     
     
         4 . The composite of  claim 1  wherein the high strength fibers comprise an aramid.  
     
     
         5 . The composite of  claim 1  wherein the high strength fibers are glass.  
     
     
         6 . The composite of  claim 1  wherein the second layer is at a thickness of at least 0.65 centimeters (one quarter inch).  
     
     
         7 . The composite of  claim 1  wherein the second layer comprises plywood.  
     
     
         8 . The composite of  claim 1  wherein layer (a) has a density not greater than 0.10 grams per cubic centimeter.  
     
     
         9 . The composite of  claim 1  wherein layer (a) is a foam.  
     
     
         10 . The composite of  claim 1  wherein layer (a) has a honeycomb or honeycomb-like structure.  
     
     
         11 . The composite of  claim 1  wherein layer (a) is rigid.  
     
     
         12 . The composite of  claim 1  wherein layer (a) is flexible.  
     
     
         13 . The composite of  claim 1  wherein layer (a) is reinforced.  
     
     
         14 . A composite comprising in order: 
 (a) a layer of structural sheathing;    (b) a layer of material having a density not greater than 0.25 grams per cubic centimeter;    (c) a layer of a fabric containing high strength fibers bonded with a resin.    (d) a layer of structural sheathing.    wherein the bonded fabric layer will deflect in a range from 5.0 to 17.5 centimeters when impacted with a 33 kilogram (15 pound) 2×4 lumber projectile at a speed of 161 kilometers (100 miles) per hour in accordance with ASTM test procedure E1886-97 mounted on a rigid frame.    
     
     
         15 . A building structure having an integral portion of the structure comprising: 
 (a) a layer of material having a density not greater than 0.25 grams per cubic centimeter;    (b) a layer of a fabric containing high strength fibers bonded with a resin.    (c) a layer of structural sheathing.    wherein the bonded fabric layer will deflect in a range from 5.0 to 17.5 centimeters when impacted with a 33 kilogram (15 pound) 2×4 lumber projectile at a speed of 161 kilometers (100 miles) per hour in accordance with ASTM test procedure E1886-97 mounted on a rigid frame    
     
     
         16 . A building structure having an integral portion of the structure comprising: 
 (a) a layer of structural sheathing;    (b) a layer of material having a density not greater than 0.25 grams per cubic centimeter;    (c) a layer of a fabric containing high strength fibers bonded with a resin.    (d) a layer of structural sheathing.    wherein the bonded fabric layer will deflect in a range from 5.0 to 17.5 centimeters when impacted with a 33 kilogram (15 pound) 2×4 lumber projectile at a speed of 161 kilometers (100 miles) per hour in accordance with ASTM test procedure E1886-97 mounted on a rigid frame.