US3516213A - Fireproofing of steel columns - Google Patents

Fireproofing of steel columns Download PDF

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Publication number
US3516213A
US3516213A US708996A US3516213DA US3516213A US 3516213 A US3516213 A US 3516213A US 708996 A US708996 A US 708996A US 3516213D A US3516213D A US 3516213DA US 3516213 A US3516213 A US 3516213A
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board
clip
flange
boards
clips
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US708996A
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Gale E Sauer
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National Gypsum Co
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National Gypsum Co
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Assigned to CITICORP INDUSTRIAL CREDIT INC. reassignment CITICORP INDUSTRIAL CREDIT INC. SECURITY INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: NATIONAL GYPSUM COMPANY
Assigned to NATIONAL GYUPSUM COMPANY reassignment NATIONAL GYUPSUM COMPANY RELEASED BY SECURED PARTY (SEE DOCUMENT FOR DETAILS). Assignors: CITICORP INDUSTRIAL CREDIT, INC.
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92Protection against other undesired influences or dangers
    • E04B1/94Protection against other undesired influences or dangers against fire
    • E04B1/941Building elements specially adapted therefor
    • E04B1/943Building elements specially adapted therefor elongated
    • E04B1/944Building elements specially adapted therefor elongated covered with fire-proofing material

Definitions

  • the present invention relates to the combination, on an exterior steel framing member, of a coat of iire resistant plaster on the inner surfaces of the column and re resistant mineral fiber board attached to the outer surfaces.
  • the plaster is spray applied to the inner surface and the side surface after the mineral liber board is aixed to the outer surface.
  • the preferred embodiment further includes a combination of sheet metal clips, one of which is welded to the steel member Iand the second of which clips around both the edge of a board and the iwelded clip.
  • the boards are ailxed without the prior inconvenience of erecting scaffolding to reproof the framing member.
  • the boards are preferably attached immediately prior to installation of the exterior curtain wall Iwhich encloses the framing member and the boards, and the spray plaster applied subsequent thereto.
  • the novel clip combination is unaffected by the wide variation in framing member dimensions.
  • FIG. 1 is a perspective view of a column having a re protective exterior thereon in accord-ance with the present invention.
  • FIG. 2 is a cross-sectional plan view of the column of FIG. l taken along section 2-2.
  • FIG. 3 is a perspective view of the attachment clips in place on cross-sectioned portions of the mineral ber board and of the column.
  • FIG. 4 is a perspective view of the weld ailixed clip of FIG. 3.
  • FIG. 5 is a perspective lview of the snap-around clip of FIG. 3.
  • a tireproofed column including a wide flange steel section 12 having a central web 14 and an inside ange 16 disposed on the side of the section 12 toward the building interior and an outside flange 18 facing the building outside.
  • the column 10 in this embodiment, is an exterior column of a building. Wide flange sections for such exterior columns vary dimensionally up to flange thicknesses of about live inches and flange widths of over three feet.
  • the section 12 is covered throughout its surfaces with re resistant materials capable of protecting the steel from the high temperatures created if there is a fire.
  • the outside flange 18 has a plurality of mineral fiber boards 20 held iirmly against the entire outside surface 22.
  • the edges 24 and the inside surfaces 26 of flange 18 and the entire surface of web 14 and inside ange 16 are covered with a set and dried reproong spray plaster 30.
  • the re resistant materials are put on the steel section 12 after the sections are affixed in place in the building structure.
  • L-clips 32 formed of a small rectangular sheet of metal with a 90 fold 34 forming two legs 36, 38 are welded to ilange 18 with the weld leg 36 of the two legs abutting and welded to the edge 24 of ange 18 and the protruding leg 38 disposed in the plane of the flange outside surface 22, directed outwardly from the edge 24.
  • U-clips 40 each formed of a small rectangular sheet of metal with two 90 folds 42, 42, forming a back leg 44, a bottom 46, and a front leg 48, are positioned around the edge of board 20 and the clip protruding legs 38, holding the boards 20 against the clip protruding legs 38 and thus against the ange outer surfaces 22.
  • L-clips 32 and U-clips 40 are about one inch in most dimensions and are preferably positioned about every sixteen inches along the length of the section 12, thus affxing a four foot long board 20 at six points.
  • clip spacing may be greater between clips holding one board with clips adjacent joints between boards being more closely spaced to hold board ends more firmly.
  • the dimension of U-clip bottom 46 will be determined by the thickness of board 20.
  • board 20 is about 'Vs inch thick.
  • the composition of board 20 includes a major portion of mineral wool fibers and minor portions of clay, starch and wood fiber.
  • Board 20 that has been approved by Underwriters Laboratories tests for use in structures in accordance with the invention is further defined as having a maximum loss on ignition of 16.5%, and a maximum shrinkage in a tire test of 41z%.
  • Board 20 ⁇ is preferably of about 25 cu. ft. density. Under tire test conditions, board 20, as described above, loses the starch and wood fiber content, while the mineral wool fiber and the clay portions remain and become converted into an essentially vitreous type of heat-insulating board.
  • a suitable spray plaster 30 is described in U.S. Pat. No. 3,369,929, issued Feb. 20, 1968, and the thickness may be varied in accordance with the degree of reproofing sought.
  • a preferable thickness for example, may be 17/16 inches, uniformly covering all surfaces to which it is applied.
  • a building exterior elongate steel framing member and a fireproof covering said framing member including a vertically disposed outer side facing the outside of said building, a vertically disposed flat, preformed board of fire-resistant and heat-insulating composition mechanically attached to cover said vertically disposed outer side, the remaining sides of said framing member being covered by a cast-in-place fire-resistant and heat-insulating coating.
  • said board composition has a characteristic of converting to a vitreous-type lboard with no more than 41/2 shrinkage when subjected to a tire.

Description

June 23, 1970 G. E. sAUER 3,516,213
FIHEPROOFING OF STEEL COLUMNS Filed Feb. 28. 196e no 3o lo am.. .i
mvENToR. Gole E. Sauer ATTORNEY BMX/M United States Patent O 3,516,213 FIREPROOFING F STEEL COLUMNS Gale E. Sauer, Williamsville, N.Y., assignor to National Gypsum Company, Buffalo, N.Y., a corporation of Delaware l Filed Feb. 28, 1968, Ser. No. 708,996 Int. Cl. E04c 3/34 U.S. Cl. 52-725 9 Claims ABSTRACT 0F THE DISCLOSURE An exterior steel framing member having a protective covering to protect against the damage from high temperatures in case of fire, which covering includes a coating of cast-in-place re resistant plaster on the inner side of the member and mineral liber, ceramic-forming board attached to the outer side of the member by a pair of cooperative metal clips, one welded to the member and the other snapped around both the board edge and the welded clip.
BACKGROUND OF THE INVENTION vIt has been known to adhere or otherwise affix various protective materials around the otherwise exposed portions of steel Vbeams and columns, commonly used in larger commercial buildings. A preferred method, for many reasons, has been the spray application of specially formulated re resistant plaster compositions. A problem has existed in attempts touse the preferred spray plaster method on, steel members on the outside face of a multistory building, in the difficulty of spraying the outer side of such members.
SUMMARY OF THE INVENTION The present invention relates to the combination, on an exterior steel framing member, of a coat of iire resistant plaster on the inner surfaces of the column and re resistant mineral fiber board attached to the outer surfaces. In the preferred form, the plaster is spray applied to the inner surface and the side surface after the mineral liber board is aixed to the outer surface. The preferred embodiment further includes a combination of sheet metal clips, one of which is welded to the steel member Iand the second of which clips around both the edge of a board and the iwelded clip. The boards are ailxed without the prior inconvenience of erecting scaffolding to reproof the framing member. The boards are preferably attached immediately prior to installation of the exterior curtain wall Iwhich encloses the framing member and the boards, and the spray plaster applied subsequent thereto. The novel clip combination is unaffected by the wide variation in framing member dimensions.
DRAWINGS AND DESCRIPTION FIG. 1 is a perspective view of a column having a re protective exterior thereon in accord-ance with the present invention.
FIG. 2 is a cross-sectional plan view of the column of FIG. l taken along section 2-2.
FIG. 3 is a perspective view of the attachment clips in place on cross-sectioned portions of the mineral ber board and of the column.
FIG. 4 is a perspective view of the weld ailixed clip of FIG. 3.
FIG. 5 is a perspective lview of the snap-around clip of FIG. 3.
Referring to FIGS. l and 2 there is shown a tireproofed column including a wide flange steel section 12 having a central web 14 and an inside ange 16 disposed on the side of the section 12 toward the building interior and an outside flange 18 facing the building outside. The column 10, in this embodiment, is an exterior column of a building. Wide flange sections for such exterior columns vary dimensionally up to flange thicknesses of about live inches and flange widths of over three feet.
The section 12 is covered throughout its surfaces with re resistant materials capable of protecting the steel from the high temperatures created if there is a lire. The outside flange 18 has a plurality of mineral fiber boards 20 held iirmly against the entire outside surface 22. The edges 24 and the inside surfaces 26 of flange 18 and the entire surface of web 14 and inside ange 16 are covered with a set and dried reproong spray plaster 30.
The re resistant materials are put on the steel section 12 after the sections are affixed in place in the building structure.
L-clips 32, formed of a small rectangular sheet of metal with a 90 fold 34 forming two legs 36, 38 are welded to ilange 18 with the weld leg 36 of the two legs abutting and welded to the edge 24 of ange 18 and the protruding leg 38 disposed in the plane of the flange outside surface 22, directed outwardly from the edge 24. The mineral ber boards 20, preferably four feet long, are cut to a width equal the width of flange 18 plus the outward extent of two clip protruding legs 38 axed to the two edges 24 of flange 18.
Starting from the bottom and working upwardly, the boards 20 are disposed against the flange outer surface 22 and the clip protruding legs 38. U-clips 40, each formed of a small rectangular sheet of metal with two 90 folds 42, 42, forming a back leg 44, a bottom 46, and a front leg 48, are positioned around the edge of board 20 and the clip protruding legs 38, holding the boards 20 against the clip protruding legs 38 and thus against the ange outer surfaces 22. An edge portion 50` of front leg 48, remote from bottom 46, is angled outward slightly to facilitate positioning U-clip 40 onto the board edge and the clip protruding leg.
L-clips 32 and U-clips 40 are about one inch in most dimensions and are preferably positioned about every sixteen inches along the length of the section 12, thus affxing a four foot long board 20 at six points. Alternatively, clip spacing may be greater between clips holding one board with clips adjacent joints between boards being more closely spaced to hold board ends more firmly.
The dimension of U-clip bottom 46 will be determined by the thickness of board 20. Preferably, board 20 is about 'Vs inch thick. The composition of board 20 includes a major portion of mineral wool fibers and minor portions of clay, starch and wood fiber. Board 20 that has been approved by Underwriters Laboratories tests for use in structures in accordance with the invention is further defined as having a maximum loss on ignition of 16.5%, and a maximum shrinkage in a tire test of 41z%. Board 20` is preferably of about 25 cu. ft. density. Under tire test conditions, board 20, as described above, loses the starch and wood fiber content, while the mineral wool fiber and the clay portions remain and become converted into an essentially vitreous type of heat-insulating board.
A suitable spray plaster 30 is described in U.S. Pat. No. 3,369,929, issued Feb. 20, 1968, and the thickness may be varied in accordance with the degree of reproofing sought. A preferable thickness, for example, may be 17/16 inches, uniformly covering all surfaces to which it is applied.
Although the preferred embodiment of the invention has boards 20 disposed against a flange outside surface 22 of a vertical column, it will be apparent that a column or horizontal beam could be disposed with the flanges extending perpendicular to the building outer surface in accordance with the invention, in which case boards 20 would be affixed across the ends of a pair of anges, and the other surfaces of the column or beam are covered with a set and dried reproong spray plaster.
Having completed a detailed disclosure of the preferred embodiment of my invention, so that others may practice the same, I contemplate that variations may be made without departing from the essence of the invention or the scope of the appended claims.
I claim:
1. In combination, a building exterior elongate steel framing member and a fireproof covering, said framing member including a vertically disposed outer side facing the outside of said building, a vertically disposed flat, preformed board of fire-resistant and heat-insulating composition mechanically attached to cover said vertically disposed outer side, the remaining sides of said framing member being covered by a cast-in-place fire-resistant and heat-insulating coating.
2. The combination of claim 1, wherein said coating is of a substantially uniform thickness therethroughout.
3. The combination of claim 1 wherein said board composition comprises mineral ber and clay and said board has a weight loss on ignition no greater than 16.5%.
4. The combination of claim 2, wherein said coating is of a substantially uniform thickness therethroughout.
5. The combination of claim 1, wherein said boards are attached to said framing member by a plurality of pairs of clips, each said pair including one sheet metal clip welded to said framing member and having a protruding leg and a second sheet metal clip disposed around both said 4board and said protruding leg, thereby holding said board relative to said protruding leg.
6. The combination of claim 5 wherein said board composition has a characteristic of converting to a vitre- 4 ous-type board with no morev than 41/2 %Nshrink age when subjected to a re.
7. The combination of claim 5 wherein said board composition comprises mineral fiber and clay and said board has a weight loss on ignition no greater than 16.5%.
8. The combination of claim 7 wherein said board composition has a characteristic of converting to a vitreous-type lboard with no more than 41/2 shrinkage when subjected to a tire.
9. The combination of claim 8 wherein said cast-inplace coating comprises plaster.
References Cited UNITED STATES PATENTS 738,950 9/1903 simpson et al. 52-326 1,796,048 3/1931 Robinson 52-89 2,017,911 10/1935 Manske et al. 52-484 2,023,452 12/ 1935 Voegeli 52--592 2,664,740 1/ 1954 Cochrane 52-722 FOREIGN PATENTS 470,651 8/ 1937 Great Britain.
506,191 5/1939 Great Britain.
829,504 3/ 1960 Great Britain.
OTHER REFERENCES Pressure Concrete Company Publication of 1947, 3
pages.
FRANK L. ABBOTT, Primary Examiner J. L. RIDGILL, JR., Assistant Examiner U.S. Cl. X.R. 52 474 Cf P04050 UNITED STATES PATENT OFFICE 5 6 CERTIFICATE OF CORRECTION Patent .No. 3, 516, 213 l Dated June 23, 1970 Inventor(s) Gale E. Sauer It is certified that error appears in the above-identified patent and that said Letters Patent are hereby corrected as shown below:
SIGNED ANU SEALED V sans@ (SEAL) Attest:
Eama M, Fletcher, Jr. mmm E. sam, m.' Anegling Officer ollnissioner of Patents
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Cited By (28)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3913290A (en) * 1974-03-25 1975-10-21 Avco Corp Fire insulation edge reinforcements for structural members
US4019301A (en) * 1974-07-15 1977-04-26 Fox Douglas L Corrosion-resistant encasement for structural members
US4876896A (en) * 1986-06-16 1989-10-31 I.W. Industries, Inc. Method of testing protective encapsulation of structural members
US5433991A (en) * 1992-12-01 1995-07-18 Avco Corporation Reinforcement system for mastic intumescent fire protection coatings comprising a hybrid mesh fabric
US5580648A (en) * 1992-12-01 1996-12-03 Avco Corporation Reinforcement system for mastic intumescent fire protection coatings
WO1998051883A1 (en) 1997-05-15 1998-11-19 Le Groupe Canam Manac Inc. Composite steel/concrete column
US6341467B1 (en) 1996-05-10 2002-01-29 Henkel Corporation Internal reinforcement for hollow structural elements
US20040035081A1 (en) * 2002-05-17 2004-02-26 Angelo Carrabba Autoclaved aerated concrete fire sentry encasements
US7107730B2 (en) * 2001-03-07 2006-09-19 Jae-Man Park PSSC complex girder
US7213379B2 (en) 2004-08-02 2007-05-08 Tac Technologies, Llc Engineered structural members and methods for constructing same
US20070158629A1 (en) * 2002-06-18 2007-07-12 Laws David J Rotationally molded, reinforced decorative fence post and method of making same
US20080050578A1 (en) * 2002-04-11 2008-02-28 Sinclair Robert F Sr Beam insulating material
US20080282633A1 (en) * 2007-05-17 2008-11-20 Buckholt Ricky G Structural Insulated Header
US20080295453A1 (en) * 2004-08-02 2008-12-04 Tac Technologies, Llc Engineered structural members and methods for constructing same
US20090075031A1 (en) * 2007-09-18 2009-03-19 Carlson Barry L Structural member
US20100071315A1 (en) * 2008-09-22 2010-03-25 Composite Frame, Inc. Composite concrete column and construction method using the same
US7721496B2 (en) * 2004-08-02 2010-05-25 Tac Technologies, Llc Composite decking material and methods associated with the same
US8266856B2 (en) 2004-08-02 2012-09-18 Tac Technologies, Llc Reinforced structural member and frame structures
US20140352243A1 (en) * 2013-06-03 2014-12-04 Philip Glen Miller Self-aligning corner bead for fireproofing structural steel member and method of using same
US20160369508A1 (en) * 2015-06-19 2016-12-22 C Douglas Davis Structural support beam
US9540813B2 (en) 2013-06-03 2017-01-10 Philip Glen Miller Self-aligning, double wire corner bead for fireproofing structural steel member and method of using same
RU172541U1 (en) * 2017-03-21 2017-07-11 федеральное государственное бюджетное образовательное учреждение высшего образования "Самарский государственный технический университет" DESIGN OF THE FIRE-PROTECTED STEEL BEAM
US9719255B1 (en) * 2014-06-19 2017-08-01 Mohammad Reza Ehsani Buckling reinforcement for structural members
RU2651997C1 (en) * 2017-03-20 2018-04-24 федеральное государственное бюджетное образовательное учреждение высшего образования "Самарский государственный технический университет" Design of fire-proof steel beam
US10156066B2 (en) 2017-05-11 2018-12-18 Calaco Solutions Ltd. Corner bead clip for attaching to steel members
US10415237B1 (en) 2013-06-03 2019-09-17 Philip Glen Miller Self-aligning corner bead for fireproofing structural steel member and method of using same
US10815659B1 (en) * 2017-02-10 2020-10-27 Alfred Miller Contracting Company Prefabricated form for fireproofing structural steel and method of use
USD984032S1 (en) * 2022-05-06 2023-04-18 Linhai Ruichen Lighting Co., Ltd. LED light string insulation core

Citations (8)

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US738950A (en) * 1902-09-22 1903-09-15 Cemental Fireproofing Company Fireproof floor and ceiling construction.
US1796048A (en) * 1931-03-10 Building construction
US2017911A (en) * 1932-02-20 1935-10-22 United States Gypsum Co Wall and ceiling construction
US2023452A (en) * 1933-02-06 1935-12-10 American Brass Co Wall construction
GB470651A (en) * 1936-02-29 1937-08-19 Samuel Connies Improvements in and relating to the fireproof encasing of structural steelwork of buildings
GB506191A (en) * 1938-01-01 1939-05-24 William Hay Black Improvements relating to the construction of floors
US2664740A (en) * 1951-05-07 1954-01-05 Ralph H Cochrane Panel wall joint
GB829504A (en) * 1957-10-15 1960-03-02 British Plaster Board Mfg Ltd Improvements in or relating to securing sheeting to building structures

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1796048A (en) * 1931-03-10 Building construction
US738950A (en) * 1902-09-22 1903-09-15 Cemental Fireproofing Company Fireproof floor and ceiling construction.
US2017911A (en) * 1932-02-20 1935-10-22 United States Gypsum Co Wall and ceiling construction
US2023452A (en) * 1933-02-06 1935-12-10 American Brass Co Wall construction
GB470651A (en) * 1936-02-29 1937-08-19 Samuel Connies Improvements in and relating to the fireproof encasing of structural steelwork of buildings
GB506191A (en) * 1938-01-01 1939-05-24 William Hay Black Improvements relating to the construction of floors
US2664740A (en) * 1951-05-07 1954-01-05 Ralph H Cochrane Panel wall joint
GB829504A (en) * 1957-10-15 1960-03-02 British Plaster Board Mfg Ltd Improvements in or relating to securing sheeting to building structures

Cited By (47)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3913290A (en) * 1974-03-25 1975-10-21 Avco Corp Fire insulation edge reinforcements for structural members
US4019301A (en) * 1974-07-15 1977-04-26 Fox Douglas L Corrosion-resistant encasement for structural members
US4876896A (en) * 1986-06-16 1989-10-31 I.W. Industries, Inc. Method of testing protective encapsulation of structural members
US5433991A (en) * 1992-12-01 1995-07-18 Avco Corporation Reinforcement system for mastic intumescent fire protection coatings comprising a hybrid mesh fabric
US5580648A (en) * 1992-12-01 1996-12-03 Avco Corporation Reinforcement system for mastic intumescent fire protection coatings
US6341467B1 (en) 1996-05-10 2002-01-29 Henkel Corporation Internal reinforcement for hollow structural elements
US6061992A (en) * 1997-05-15 2000-05-16 Le Groupe Canam Manac Inc. Composite steel/concrete column
WO1998051883A1 (en) 1997-05-15 1998-11-19 Le Groupe Canam Manac Inc. Composite steel/concrete column
US7107730B2 (en) * 2001-03-07 2006-09-19 Jae-Man Park PSSC complex girder
US20080050578A1 (en) * 2002-04-11 2008-02-28 Sinclair Robert F Sr Beam insulating material
US20040035081A1 (en) * 2002-05-17 2004-02-26 Angelo Carrabba Autoclaved aerated concrete fire sentry encasements
US20070158629A1 (en) * 2002-06-18 2007-07-12 Laws David J Rotationally molded, reinforced decorative fence post and method of making same
US7635114B2 (en) * 2002-06-18 2009-12-22 Mfs, Llc Rotationally molded, reinforced decorative fence post and method of making same
US7930866B2 (en) 2004-08-02 2011-04-26 Tac Technologies, Llc Engineered structural members and methods for constructing same
US20110179647A1 (en) * 2004-08-02 2011-07-28 Barry Carlson Lightweight structural building element
US20070193199A1 (en) * 2004-08-02 2007-08-23 Tac Technologies, Llc Engineered structural members and methods for constructing same
US20080295453A1 (en) * 2004-08-02 2008-12-04 Tac Technologies, Llc Engineered structural members and methods for constructing same
US8438808B2 (en) 2004-08-02 2013-05-14 Tac Technologies, Llc Reinforced structural member and frame structures
US20070193212A1 (en) * 2004-08-02 2007-08-23 Tac Technologies, Llc Engineered structural members and methods for constructing same
US8322037B2 (en) 2004-08-02 2012-12-04 Tac Technologies, Llc Method of forming lightweight structural building element
US7721496B2 (en) * 2004-08-02 2010-05-25 Tac Technologies, Llc Composite decking material and methods associated with the same
US7882679B2 (en) 2004-08-02 2011-02-08 Tac Technologies, Llc Engineered structural members and methods for constructing same
US7213379B2 (en) 2004-08-02 2007-05-08 Tac Technologies, Llc Engineered structural members and methods for constructing same
US8938882B2 (en) 2004-08-02 2015-01-27 Tac Technologies, Llc Reinforced structural member and frame structures
US8266856B2 (en) 2004-08-02 2012-09-18 Tac Technologies, Llc Reinforced structural member and frame structures
US20080282633A1 (en) * 2007-05-17 2008-11-20 Buckholt Ricky G Structural Insulated Header
US8065848B2 (en) 2007-09-18 2011-11-29 Tac Technologies, Llc Structural member
US20090075031A1 (en) * 2007-09-18 2009-03-19 Carlson Barry L Structural member
US20100071315A1 (en) * 2008-09-22 2010-03-25 Composite Frame, Inc. Composite concrete column and construction method using the same
US9140005B2 (en) * 2013-06-03 2015-09-22 Philip Glen Miller Self-aligning corner bead for fireproofing structural steel member and method of using same
US10415237B1 (en) 2013-06-03 2019-09-17 Philip Glen Miller Self-aligning corner bead for fireproofing structural steel member and method of using same
US10683662B1 (en) 2013-06-03 2020-06-16 Philip Glen Miller Self-aligning corner bead for fireproofing structural steel member and method of using same
US9540813B2 (en) 2013-06-03 2017-01-10 Philip Glen Miller Self-aligning, double wire corner bead for fireproofing structural steel member and method of using same
US10415238B1 (en) 2013-06-03 2019-09-17 Philip Glen Miller Self-aligning corner bead for fireproofing structural steel member and method of using same
US20140352243A1 (en) * 2013-06-03 2014-12-04 Philip Glen Miller Self-aligning corner bead for fireproofing structural steel member and method of using same
US10202760B1 (en) 2013-06-03 2019-02-12 Philip Glen Miller Self-aligning, double wire corner bead for fireproofing structural steel member and method of using same
US10087622B2 (en) 2013-06-03 2018-10-02 Philip Glen Miller Self-aligning corner bead for fireproofing structural steel member and method of using same
US10060123B2 (en) 2013-06-03 2018-08-28 Philip Glen Miller Self-aligning, double wire corner bead for fireproofing structural steel member
US9719255B1 (en) * 2014-06-19 2017-08-01 Mohammad Reza Ehsani Buckling reinforcement for structural members
US10006201B2 (en) * 2015-06-19 2018-06-26 C. Douglas Davis Structural support beam
US9657477B2 (en) * 2015-06-19 2017-05-23 C Douglas Davis Structural support beam
US20160369508A1 (en) * 2015-06-19 2016-12-22 C Douglas Davis Structural support beam
US10815659B1 (en) * 2017-02-10 2020-10-27 Alfred Miller Contracting Company Prefabricated form for fireproofing structural steel and method of use
RU2651997C1 (en) * 2017-03-20 2018-04-24 федеральное государственное бюджетное образовательное учреждение высшего образования "Самарский государственный технический университет" Design of fire-proof steel beam
RU172541U1 (en) * 2017-03-21 2017-07-11 федеральное государственное бюджетное образовательное учреждение высшего образования "Самарский государственный технический университет" DESIGN OF THE FIRE-PROTECTED STEEL BEAM
US10156066B2 (en) 2017-05-11 2018-12-18 Calaco Solutions Ltd. Corner bead clip for attaching to steel members
USD984032S1 (en) * 2022-05-06 2023-04-18 Linhai Ruichen Lighting Co., Ltd. LED light string insulation core

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