초록 ▼

This invention is a novel system for blast protection. It consists of lightweight, sectional or continuous barriers made of a novel blast resistant fiber reinforced polymer resin matrix composite, which may be fabricated on site. The barriers are lightweight and thin enough that they may be used in

This invention is a novel system for blast protection. It consists of lightweight, sectional or continuous barriers made of a novel blast resistant fiber reinforced polymer resin matrix composite, which may be fabricated on site. The barriers are lightweight and thin enough that they may be used in many spaces where barriers made from conventional construction materials are impossible, impractical, or undesirable. The novel barriers of this invention have the additional advantage of allowing for aesthetically appealing and architecturally harmonious designs. In order to minimize weight, the barriers may be designed such that the cross section varies with height, providing adequate resistance in areas of high blast loading, but allowing for thinner cross sections in regions of lower loading.

대표청구항 ▼

We claim: 1. A blast protection barrier, comprising: an above ground portion constructed entirely or in part of panels made of an Fiber Reinforced Polymer (FRP) thick laminate, fabricated using the Vacuum Infusion Process, the laminate characterized by: the laminate thickness resulting from a plura

We claim: 1. A blast protection barrier, comprising: an above ground portion constructed entirely or in part of panels made of an Fiber Reinforced Polymer (FRP) thick laminate, fabricated using the Vacuum Infusion Process, the laminate characterized by: the laminate thickness resulting from a plurality of plies, a resin content of at least 28% by weight; and, greater than 50% of the fibers oriented in the long (height) direction, with the orientation maintained in each ply of the laminate. 2. The barrier of claim 1 wherein the cross section of the above ground portion varies as a function of height above ground level, and the function is determined by the requirement to; provide adequate thickness in the region of expected higher blast loading for the intended application, and provide less thickness in regions of lower blast loading in order to lower the overall weight of the barrier compared to a barrier of constant cross section. 3. The blast barrier of claim 1 further comprising external bracing, including angular bracing, linear bracing or both. 4. The barrier of claim 3 where the function is a taper from a thickest point at ground level. 5. The blast barrier of claim 1 further comprising a below ground portion which anchors the barrier. 6. The barrier of claim 5 wherein the cross section of the below ground portion varies as a function of depth below ground level, and the function is determined by the requirement to; provide adequate thickness in the region of expected higher blast loading for the intended application, and provide less thickness in regions of lower blast loading in order to lower the overall weight of the barrier compared to a barrier of constant cross section. 7. The polymer resin matrix of claim 1 wherein the polymer resin matrix is resistant to galvanic corrosion, solvents and chemical agents and exhibits a high specific strength, high specific modulus, high strain to failure, high fracture toughness and is not hygroscopic. 8. The blast barrier of claim 1 wherein the barrier consists of sectional elements, arranged to form a pattern. 9. The blast barrier of claim 8 wherein the pattern is, at least in part, the sectional elements arranged to form a continuous wall. 10. The blast barrier of claim 8 wherein the pattern is, at least in part, the sectional elements arranged in at least two rows to form a corridor. 11. The blast barrier of claim 10 further comprising cross pieces used as bracing, the crosspieces acting as springs. 12. The blast barrier of claim 11, wherein the barrier pieces and crosspieces may be used as support for signs, signals and sensors. 13. The blast barrier of claim 8 wherein the pattern is, at least in part, the sectional elements arranged to form a labyrinth or maze such that passage through the pattern is possible through offset sectional elements, but overlapping sectional elements provide blast protection. 14. The blast barrier of claim 8 wherein the sectional elements include a portion providing lateral deflection of the blast and a overhanging portion providing at least partial vertical deflection of the blast. 15. The blast barrier of claim 8 wherein the sectional elements may be colored and/or shaped to provide aesthetic and architectural value. 16. The blast barrier of claim 1 wherein the barrier is a sandwich construction, of which at least one layer is the composite laminate and at least one layer is a core material. 17. The blast barrier of claim 16 wherein the core material is an opened cell foam, a closed cell foam, a honeycomb material, nomex, embedded I-beams, embedded composite pultrusions or metal extrusions. 18. The blast barrier of claim 1 wherein the barrier is a composite laminate made from several layers or plies which make up the entire barrier thickness. 19. The blast barrier of claim 18 wherein the layers are oriented at different angles with respect to one another. 20. The barrier of claim 19, wherein each layer may utilize different fiber architectures, including woven fabric, unidirectional tape, stitched reinforcement, or knitted reinforcement. 21. The blast barrier of claim 1 wherein the barrier is a hybrid laminate where part of the laminate total thickness uses one type of composite laminate and the other part of the thickness uses a different type of composite laminate. 22. The blast barrier of claim 1 wherein the barrier is a hybrid laminate utilizing different composite material plies or layers from one layer to the next in an inter-leaved fashion. 23. The barrier of claim 1 wherein the cross-section is additionally determined by other parameters such as kinetic or ballistic threats. 24. The barrier of claim 1 where the function is a taper from a thickest point at ground level.