Blast-resistant building

• US 6,138,420 A
• Filed: 01/07/1999
• Issued: 10/31/2000
• Est. Priority Date: 01/07/1999
• Status: Expired due to Term

• Current Assignee: FYFE CO. LLC (Aegion Corp.), Fyre Co., LLC
• Original Assignee: FYFE CO. LLC (Aegion Corp.)
• Inventors: Fyfe, Edward R.
• Primary Examiner(s): Stephan, Beth A.
• Assistant Examiner(s): Glessner, Brian E.
• Application Number:
  US09/226,281
• Time in Patent Office: 663 Days
• Field of Search: 52/167.3, 52/262, 52/236.9, 52/236.7, 220/62.15, 220/62.19, 220/62.22, 220/88.1, 403/231, 403/265, 403/266, 403/267
• US Class Current: 52/262
• CPC Class Codes: E04B 5/023 Separate connecting devices for prefabricated floor-slabs
• CPC Class Codes: E04B 5/43 Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors anchoring devices for balconies with means for preventing cold bridging E04B1/0038; extraordinary constructions in general E04B1/34
• CPC Class Codes: E04H 9/10 Independent shelters; Arrangement of independent splinter-proof walls
• CPC Class Codes: Y10T 403/4602 Corner joint
• CPC Class Codes: Y10T 403/472 including mechanical interlock

Abstract

Blast-resistant building (11) includes a structural connection (10) including at least one layer of fiber reinforced composite (90) bonded to each connected structural element (20,30) along the length of the connection between structural panel (20) and elongate anchoring structures (30), such as I-beam (40) or additional concrete panel (50). Layer of fiber reinforced composite (90) spans peripheral seam (36), internal seam (37), or both between the connected elements, providing a tensile force under load which tends to hold the elements together and to strengthen the connection while simultaneously providing ductility along the seam, lessening the risk of fracture of either element or the connection under atypical loading, such as from a blast. Connection (10) includes an elongate tension member, such as bolt (80), for attaching the various elements, and a force dampener, such as a rubber isolation washer (89), to increase the ductility of the connection. In another embodiment, connection (10) includes an elongate fastener, such as bolt (70), for securing layer (90) to each structural element (20,30) and preventing layer (90) from separating from the surface to which it is bonded under load.

Claims

1. A blast-resistant structure comprising:

at least one structural panel having an external face, an internal face, and a peripheral edge;

an elongate anchoring structure;

said elongate anchoring structure attached along its length to said internal face of said structural panel proximal said peripheral edge and defining a peripheral seam and an internal seam;

a first layer of fiber reinforced composite bonded to at least one of said faces of said structural panel, spanning at least one of said seams, and further bonded to said elongate anchoring structure; and

an elongate tension member extending through said structural panel and at least part of said elongate anchoring structure;

said elongate tension member including;

a first compressive terminus applying a compressive force to said structural panel; and

a second compressive terminus applying a compressive force to said elongate anchoring structure.

2. The blast-resistant structure of claim 1 wherein said first layer of fiber reinforced composite is bonded to said internal face of said structural panel, spans said internal seam, and is further bonded to said elongate anchoring structure.

3. The blast-resistant structure of claim 1 wherein said first layer of fiber reinforced composite is bonded to said external face of said structural panel, spans said peripheral seam, and is further bonded to said elongate anchoring structure.

4. The blast-resistant structure of claim 1 wherein said first layer of fiber reinforced composite is bonded to said external face of said structural panel, spans said peripheral seam, and is further bonded to said elongate anchoring structure, and further comprising:

a second layer of fiber reinforced composite bonded to said internal face of said structural panel, spanning said internal seam, and further bonded to said elongate anchoring structure.

5. The blast-resistant structure of claim 1 wherein said first layer of fiber reinforced composite is applied such that the fibers therein are oriented at an angle of at least 45 degrees relative to said spanned seam.

6. The blast-resistant structure of claim 5 further comprising:

a second layer of fiber reinforced composite bonded to said first layer of fiber reinforced composite wherein the fibers in said second layer are oriented substantially perpendicular to the fibers in said first layer.

7. The blast-resistant structure of claim 1 wherein said first layer of fiber reinforced composite is applied such that the fibers therein are oriented substantially perpendicular to said spanned seam.

8. The blast-resistant structure of claim 1 wherein said elongate tension member further extends through said first layer of fiber reinforced composite and wherein at least one of said compressive terminuses is adapted to apply a compressive force to said first layer of fiber reinforced composite.

9. The blast-resistant structure of claim 1 further comprising:

at least one compressible member interposed between at least one of said compressive terminuses and the surface upon which said compressive terminus bears for reducing fluctuating forces transmitted therebetween.

10. The blast-resistant structure of claim 3 wherein said elongate tension member further extends through:

said first layer of fiber reinforced composite at a point where said first layer is bonded to said structural panel;

said structural panel;

part of said elongate anchoring structure; and

said first layer of fiber reinforced composite at a point where said first layer is bonded to said elongate anchoring structure;

said elongate tension member thereby extending through said first layer of fiber reinforced composite on each side of said peripheral seam; and

wherein each said compressive terminus of said elongate tension member applies a compressive force to said first layer of fiber reinforced composite.

11. The blast-resistant structure of claim 10 further comprising:

a second layer of fiber reinforced composite bonded to said internal face of said structural panel, spanning said internal seam, and further bonded to said elongate anchoring structure.

12. The blast-resistant structure of claim 1 further comprising:

one or more additional elongate tension members dispersed along said spanned seam;

each said additional elongate tension member extending through said structural panel and at least part of said elongate anchoring structure and including;

a first compressive terminus applying a compressive force to said structural panel; and

a second compressive terminus applying a compressive force to said elongate anchoring structure.

13. The blast-resistant structure of claim 1 wherein said structural panel is composed of concrete.