Structural joint connection providing blast resistance and a...

Static structures (e.g. – buildings) – Three-way corner construction

Reexamination Certificate

Rate now

  [ 0.00 ] – not rated yet Voters 0   Comments 0

Details

C052S656900, C052S749100, C052S167300, C052S655100

Reexamination Certificate

active

10805448

ABSTRACT:
At a beams-to-column connection of two beams to a column, in which the joint connection comprises both a gravity load-carrying capability and a moment-resisting capability between each beam and column, there is added a beam-to-beam connection across the column, using two gusset plates, facing each other on opposite sides of the joint connection. The gusset plates which are not welded directly to the column in a moment-resisting connection, connect the two beams in a tension, shear and moment-resisting connection with respect to each other. Such beam-to-beam connection by the gusset plates provides the capability of withstanding severe torsional and lateral inelastic deformation due to direct blast pressure. When subjected to violent conditions and upon loss of column support or the loss of integrity of the beams-to-column joint connection, the two beams and gusset plates provide independent beam-to-beam structural continuity, causing the two beams to act as one long beam.

REFERENCES:
patent: 1883376 (1932-10-01), Hilpert et al.
patent: 2943716 (1960-07-01), Babcock
patent: 3722169 (1973-03-01), Boehmig
patent: 3952472 (1976-04-01), Boehmig
patent: 5402614 (1995-04-01), Jewell
patent: 5660017 (1997-08-01), Houghton
patent: 5680738 (1997-10-01), Allen et al.
patent: 6138427 (2000-10-01), Houghton
patent: 6237303 (2001-05-01), Allen et al.
patent: 6516583 (2003-02-01), Houghton
patent: 6591573 (2003-07-01), Houghton
patent: 6802169 (2004-10-01), Simmons
patent: 2002/0124520 (2002-09-01), Bock et al.
patent: 2003/0208985 (2003-11-01), Allen et al.
A U. S. Government publication, Department of Defense, Appendix K DOD Interim Antiterrorism Force Protection Construction Standards, Progressive Collapse Design Guidance, N62742-98-4-1353, Amendment No. 0007, dated Apr. 4, 2000. Copy, two pages, attached. The relevant portion is the second page which is discussed above.
A U. S. Government publication, Department of Defense, Unified Facilities Criteria (UFC) DoD Minimum Antiterrorism Standards For Buildings, date Jul. 31, 2002, UFC-4-010-01. Copy attached. The relevant portions are discussed above.
(A U.S. Government publication) General Services Administration, GSA, Progressive Collapse Analysis and Design Guidelines for New Federal Office Buildings and Major modernization Projects, Jun. 2003. Copy attached. The relevant portions are discussed above and more particularly, Appendix D, Structural Steel Connections.

LandOfFree

Say what you really think

Search LandOfFree.com for the USA inventors and patents. Rate them and share your experience with other people.

Rating

Structural joint connection providing blast resistance and a... does not yet have a rating. At this time, there are no reviews or comments for this patent.

If you have personal experience with Structural joint connection providing blast resistance and a..., we encourage you to share that experience with our LandOfFree.com community. Your opinion is very important and Structural joint connection providing blast resistance and a... will most certainly appreciate the feedback.

Rate now

     

Profile ID: LFUS-PAI-O-3888508

  Search
All data on this website is collected from public sources. Our data reflects the most accurate information available at the time of publication.