US3516213A - Fireproofing of steel columns - Google Patents
Fireproofing of steel columns Download PDFInfo
- 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
- Authority
- US
- United States
- Prior art keywords
- board
- clip
- flange
- boards
- clips
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/94—Protection against other undesired influences or dangers against fire
- E04B1/941—Building elements specially adapted therefor
- E04B1/943—Building elements specially adapted therefor elongated
- E04B1/944—Building 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
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US70899668A | 1968-02-28 | 1968-02-28 |
Publications (1)
Publication Number | Publication Date |
---|---|
US3516213A true US3516213A (en) | 1970-06-23 |
Family
ID=24848052
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US708996A Expired - Lifetime US3516213A (en) | 1968-02-28 | 1968-02-28 | Fireproofing of steel columns |
Country Status (1)
Country | Link |
---|---|
US (1) | US3516213A (en) |
Cited By (28)
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)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
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 |
-
1968
- 1968-02-28 US US708996A patent/US3516213A/en not_active Expired - Lifetime
Patent Citations (8)
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)
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 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US3516213A (en) | Fireproofing of steel columns | |
US10240341B2 (en) | Fire-resistant wooden I-joist | |
US6119411A (en) | Enclosure which is fire-resistive for a predetermined period of time | |
US3974607A (en) | Fire-rated common area separation wall structure having break-away clips | |
US5740635A (en) | Enclosure fire-resistive for a predetermined time | |
US3672108A (en) | Joint construction | |
US3300919A (en) | Movable fireproof wall and joint | |
US2924856A (en) | Perforated tile supporting system | |
GB1602968A (en) | Building construction method | |
US3740912A (en) | Fire retardant shaft wall | |
US2316668A (en) | Wall unit assembly | |
GB2191519A (en) | Heat insulation wall construction of plural layers | |
JP6824063B2 (en) | Wood refractory material | |
US2795305A (en) | Wall construction | |
CA1044426A (en) | Stud for forming fire-rated wall and structure formed therewith | |
CA1188930A (en) | Securement of glass in fire doors and the like | |
GB2234938A (en) | Improvements in and relating to intumescent fire barriers and their method of manufacture | |
US3832812A (en) | Fire retardant insulated modular building panels | |
JP2011026953A (en) | Compartmentation wall | |
JP7080295B2 (en) | Wood refractory material | |
US2267929A (en) | Fire-resisting structure | |
US3872640A (en) | Prefabricated structural unit body and structures thereof | |
US4455802A (en) | Wire screen fire stops | |
JP4426715B2 (en) | Partition wall fixing structure | |
US1978473A (en) | Structural section |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
AS | Assignment |
Owner name: CITICORP INDUSTRIAL CREDIT INC., 2700 DIAMOND SHAM Free format text: SECURITY INTEREST;ASSIGNOR:NATIONAL GYPSUM COMPANY A CORP OF DE.;REEL/FRAME:004555/0001 Effective date: 19860415 |
|
AS | Assignment |
Owner name: NATIONAL GYUPSUM COMPANY, TEXAS Free format text: RELEASED BY SECURED PARTY;ASSIGNOR:CITICORP INDUSTRIAL CREDIT, INC.;REEL/FRAME:005770/0266 Effective date: 19870421 |