Methods of reinforcing structures against blast events
View Patent ↗A method of reinforcing a structural member comprises positioning a shell around the structural member, placing a force dampening material around an exterior of the shell and securing the force dampening material around the shell. In certain arrangements, the method further includes at least partially filling a space defined between the structural member and the shell with a filler material. In some embodiments, the filler material comprises a concrete, a grout, an epoxy, combinations thereof and/or the like. In one embodiment, the shell comprises a fiber reinforced polymer (e.g., CFRP, GFRP, aramid fibers, epoxy, other resins, etc.). In alternative embodiments, the methods additionally includes placing one or more layers of fiber reinforced polymer around the shell prior to placing a force dampening material around an exterior of the shell. In some embodiments, the layer of fiber reinforced polymer comprises CFRP, GFRP or any other type of fiber reinforced polymer.
1. A method of reinforcing a pre-positioned structural member against a blast event, the method comprising:
positioning an interior encompassing member around the pre-positioned structural member, wherein a first volume is defined between said interior encompassing member and said pre-positioned structural member;
depositing a first fill material within the first volume to at least partially fill the first volume; and
securing a force dampening material at least partially around the interior encompassing member;
wherein said force dampening material is configured to at least partially dissipate forces originating from a blast event.
2. The method of claim 1 , wherein the fill material comprises concrete, grout or epoxy.
3. The method of claim 1 , wherein the interior encompassing member comprises a fiber reinforced polymer.
4. The method of claim 1 , further comprising placing at least one layer of fiber reinforced polymer around the interior encompassing member prior to securing the force dampening material around the interior encompassing member.
5. The method of claim 4 , wherein the at least one layer of fiber reinforced polymer comprises carbon fiber reinforced polymer (CFRP) or glass fiber reinforced polymer (GFRP).
6. The method of claim 1 , further comprising positioning a second encompassing member around the force dampening material, said force dampening material located generally between the interior encompassing member and the second encompassing member.
7. The method of claim 1 , further comprising placing at least one layer of metal around the force dampening material.
8. The method of claim 7 , wherein the metal comprises steel.
9. The method of claim 1 , wherein the force dampening material comprises polyurethane, silicone polymers, foam, a viscoelastic damper or another polymeric or elastomeric material.
10. The method of claim 1 , wherein the force dampening material comprises at least one spring or other resilient member.
11. The method of claim 1 , further comprising reinforcing an adjacent foundation or slab with at least one layer of fiber reinforced polymer to provide progressive collapse resistance.
12. The method of claim 1 , further comprising placing at least one shape memory member along the inside or outside of the interior encompassing member.
13. The method of claim 12 , wherein the shape memory member comprises a rod that extends, at least partially, along a length of the structural member.
14. The method of claim 1 , further comprising performing surface preparation on at least a portion of an exterior surface of the structural member prior to positioning the interior encompassing member around said structural member.
15. The method of claim 14 , wherein the surface preparation comprises cleaning, blasting, scouring or coating.
16. The method of claim 1 , further comprising positioning a metal plate at an interface of the structural member and an adjacent foundation, said metal plate being configured to couple to the structural member, wherein said metal plate is secured to a surface of said foundation using at least one anchor, said surface of said foundation being generally perpendicular to said structural member; and
wherein said metal plate being configured to further protect said structural member during a blast event so that said structural member remains structurally attached to said foundation.
17. The method of claim 1 , wherein the structural member comprises a column.
18. A method of reinforcing a pre-positioned member, the method comprising:
positioning an interior encompassing member around the pre-positioned member, wherein a first void is defined between said interior encompassing member and said pre-positioned member;
depositing a first fill material within the first void to at least partially fill the first void; and
securing at least one force dampening material around the interior encompassing member;
wherein said force dampening material is configured to at least partially dissipate forces originating from a blast event; and
placing at least one layer of fiber reinforced polymer around the interior encompassing member prior to securing the force dampening material around the interior encompassing member.
19. The method of claim 18 , wherein the fill material comprises concrete, grout or epoxy.
20. The method of claim 18 , wherein the interior encompassing member comprises a fiber reinforced polymer.
21. The method of claim 20 , wherein the at least one layer of fiber reinforced polymer comprises carbon fiber reinforced polymer (CFRP) or glass fiber reinforced polymer (GFRP).
22. The method of claim 18 , wherein depositing the first fill material includes flowing the first fill material into the first void to at least partially fill the first void.
23. The method of claim 18 , further comprising curing the first fill material after depositing the first fill material in the first void.
24. The method of claim 1 , wherein depositing the first fill material includes flowing the first fill material into the first volume to at least partially fill the first volume.
25. The method of claim 1 , further comprising curing the first fill material after depositing the first fill material in the first volume.