US3601946A - Interlocking mullion construction - Google Patents
Interlocking mullion construction Download PDFInfo
- Publication number
- US3601946A US3601946A US822950A US3601946DA US3601946A US 3601946 A US3601946 A US 3601946A US 822950 A US822950 A US 822950A US 3601946D A US3601946D A US 3601946DA US 3601946 A US3601946 A US 3601946A
- Authority
- US
- United States
- Prior art keywords
- sections
- mullion
- section
- leg
- curtain wall
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 20
- 230000033001 locomotion Effects 0.000 claims abstract description 51
- 230000000903 blocking effect Effects 0.000 claims description 7
- 238000009434 installation Methods 0.000 description 8
- 239000011521 glass Substances 0.000 description 5
- 230000003014 reinforcing effect Effects 0.000 description 5
- 230000009471 action Effects 0.000 description 4
- 230000008901 benefit Effects 0.000 description 4
- 238000001125 extrusion Methods 0.000 description 4
- 238000007789 sealing Methods 0.000 description 4
- 229910000746 Structural steel Inorganic materials 0.000 description 3
- 229910052782 aluminium Inorganic materials 0.000 description 3
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 3
- 238000005452 bending Methods 0.000 description 3
- 230000008602 contraction Effects 0.000 description 3
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- 230000007480 spreading Effects 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 239000002131 composite material Substances 0.000 description 2
- 238000009432 framing Methods 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 210000003414 extremity Anatomy 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 238000011010 flushing procedure Methods 0.000 description 1
- 230000000977 initiatory effect Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 210000003141 lower extremity Anatomy 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
- 230000004044 response Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 210000001364 upper extremity Anatomy 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
- E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
- E04B2/967—Details of the cross-section of the mullions or transoms
Definitions
- curtain wall construction is comprised of a series of vertically spaced-apart, hollow, integral aluminum extrusions, bolted or otherwise secured to the framework of a building. At spaced intervals, horizontal transom bars or frame members are screwed between adjacent mullions, defining with the mullions rectangular pockets or frames within which selected barriers, such as glass panes, window frame assemblies, or opaque wall panels are mounted.
- Mullion structures of the integral type have the advantage of being extremely strong and highly resistant to torsional and bending stresses, thereby providing a rigid and rugged curtain wall.
- integrally extruded mullions present significant drawbacks. Specifically, by reason of the integral nature of the construction, the mullion itself is unable to compensate for thermal expansion and contraction and it is necessary to provide for such movement in the interconnection between the horizontal transoms and the mullions, and also in the interconnection between the panels, panes or frames and 'the skeleton of the curtain wall.
- a second disadvantage lies in the fact that, by reason of the difficulty of extruding integral hollow metallic shapes, such extrusions cost approximately 25 percent more than open shapes containing equal amounts of metal.
- split mullion sections have-heretofore comprised open extrusion generally U-shaped in cross section, the extremities of the arms of one section being bifurcated to define sidewisely open slots or channels.
- the other mullion half is provided with arms which may be inserted sidewisely into the slots defined by the bifurcations, so as to interfit with the first mullion half.
- the split mullion unit permits complete curtain wall subsections to be assembled at the factory, such subsections comprising, for instance, a pair of mullion halves connected by horizontal transoms. It is possible, through the use of such subassemblies, to limit the assembly work on the job to inserting one preassembled section into an adjacent preassembled section by a simple sidewise movement of the sections followed by the application of fastener means for holding the two sections in position. It will be appreciated that the thus assembled units inherently provide a degree of relative movement required for thermal expansion and contraction.
- split mullion constructions of the type described are significantly weaker than bracing in the interior spaces between the mullion halves, un-
- preassembled split mullion units of this type is complicated by the fact that sufficient space must be developed for the introduction into position of the last preassembled unit of any given row, where the units are installed between masonry piers.
- the present invention may be summarized as being directed to a split mullion structure which provides all of the structural advantages of the integrally extruded mullion, principally strength, without any of the disadvantages, as noted above, which inhere in the use of split mullion constructions heretofore known.
- the present invention relates to a split mullion construction
- a split mullion construction comprising a pair of mullion half sections, one of which sections includes a longitudinally directed bearing pocket having a lengthwise extending, laterally open mount portion.
- the other mullion half section comprises a trunnion member, preferably eccentric in cross section, which is insertable sidewise into the elongated pocket of the other mullion section when the two mullion halves (which may include associated horizontal transoms, etc.) are disposed in an angular position one with respect to the other.
- the mullions and their subassemblies may then be pivoted, with the trunnion of the second section disposed within the bearing portion of the first section, such relative pivotal move ment resulting in an interengagement of the mullion parts of a nature tgffi'ch renders the parts united in a manner providing structural strength comparable to an integrally extruded mullion.
- the mullion since the mullion, after all, is a split mullion, it is inherently capable of compensating for thermal expansion and contraction.
- a further object of the invention is the provision of an improved split mullion assembly having strength and rigidity comparable to integral, extruded mullions.
- a further object of the invention is the provision of a mullion construction of the type described adapted to be preassembled into curtain wall subsections, which subsections can be readily interlocked to other subsections on the job.
- Still a further object of the invention is the provision of a mullion assembly of the type described which permits of connection between adjacent curtain wall units by an initial sidewise insertion when the units are angularly related, and a subsequent pivotal movement, whereby the requirement for providing clearance for insertion of the last mullion unit in a given row is obviated,
- Still a further object of the invention is the provision of an improved curtain wall comprising a series of preassembled sections interconnected by a simple operation on the job site.
- FIG. 1 is a fragmentary perspective view of a curtain wall assembly in accordance with the invention
- FIGS. 3 and 4 are views of the mullion structure of FIG. 2 in progressive degrees of assembly
- FIG. 5 is a horizontal, cross-sectional view of a mullion structure in accordance with a further embodiment of the invention.
- FIG. 1 shows a curtain wall assembly comprising a series of individual, preferably factory preassembled, frame units 11.
- the frame units are mounted between two projecting vertical masonry piers 12, 13 of a building, such as an office building, hotel or like commercial structure.
- Each of the frame structures 11 is comprised generally of a pair of horizontal, vertically spaced transoms 14, 14, the distal ends of which are fixed to the terminal ends of the vertically extending mullions 15.
- the mullions 15 are comprised of separate sections 16, 17 (see FIG. 2) which, when interlocked, define the composite mullion 15.
- the interlocking mullion sections 16, 17 are preferably formed of elongated extrusions of aluminum or the like. 7
- an inner reinforcing wall 21 which, in the illustrated embodiment, incorporates a root section 22 merging with web 18, an offset flange 23, and an inner step portion 21' defining a continuation of the offset flange 23.
- a recess 24 is formed at the junction of the root section 22 and the web 18. It will be observed that the offset flange 23, root section 22 and recess 24 together define an inwardly directed, vertically extending bearing pocket P, having a constricted open mouth portion defined between the outer terminal end 25 of the offset flange 23 and an opposed portion of the backing web 18.
- a flange 26 Extending inwardly from the backing web 18 there is formed, in addition, a flange 26 having a locking shoulder 27 directed toward and parallel to the web 18.
- the outwardly facing portion'of the flange 26 includes a cam follower surface 28, for purposes which will appear hereafter.
- a pair of L flanges 29, 30 which are disposed in opposition, to form an upwardly and sidewisely open, vertically directed guideway having a rectangular cross section.
- the guideway acts as a receiver channel for an angle iron, one leg of which extends slidably within the guideway, the horizontal leg of the angle iron, after installation of the curtain wall section, being bolted to a horizontal structural component of the building proper, whereby the mullion section 17 is fixed to the building.
- the angle iron is disposed at the upper edge of each preassembled frame section 11, the lower edge of the sections being secured to horizontal support components of the building structure by any suitable support clip or other mechanism.
- the mullion component 16 comprises an inner reinforcing wall 31 formed at the inner boundary of the backing web 32.
- the mullion section 16 includes inwardly facing L flanges 29', 30', forming a vertical guideway identical to and for the same purposes as the guideway previously described and formed by the L flanges 29, 30.
- Side edge 33 of the inner reinforcing wall 31 incorporates an inwardly directed, vertically extending trunnion member 34, of a configuration which is essentially complemental to the bearing pocket P, the trunnion 34 providing clearance for pivotal movement within the bearing pocket.
- a latching flange 35 extends inwardly from the backing web 32, the flange 35 including a discontinuous or bellows type extension, to permit a maximum lateral springing deflection while minimizing metal fatigue in the course of such deflection.
- a latching detent 36 is formed at the distal end of the flange 35, the detent including a leading cam surface 37 and a latching shoulder 38, essentially parallel to and facing toward the backing web 32.
- a blocking flange 39 extends inwardly from the backing web 32 in outwardly spaced relation to the latching flange 35.
- the mullion sections 16, 17 form the leading and'trailing vertical end portions, respectively, of adjacent frame sections 11, 1 l.
- the frame sections 1 l as noted above, are defined at their upper and lower extremities by horizontal transoms 14.
- the transoms 14 are preferably of comparable depthwise dimension to the overall depth of the mullions.
- the transom sections may be assembled to the mullion sections at the plant, such assembly preferably being accomplished through the use of through bolts B which extend through apertures formed in the backing sections 18 and 32 of the sections 17, 16, respectively, the bolts being threaded into generally C-shaped screw ways 40 formed in the horizontal transoms 14, in a well known manner.
- Assembly of the various frames 11 may be readily effected on the job.
- the frame section 11 is tilted about a vertical pivot axis so that the backing web 32 is disposed at an angle with respect to the backing section 18 of the mullion section 17.
- the trunnion 34 may be sidewisely inserted into the bearing pocket P formed in the mullion section 17, i.e. from the position shown in FIG. 3 to that shown in FIG. 4.
- the frame section 11 may be rocked or pivoted about the vertical pivot axis defined by the trunnion within the pocket in an outward direction, causing the frame sections Illa and 11 to be disposed in a coplanar alignment.
- Such rocking movement will cause the latching flange 35 to be deflected forwardly by the complemental camming action of the surfaces 37 on the detent and the surface 28 adjacent the locking shoulder.
- the latching shoulder 38 will spring behind the locking shoulder 27, preventing subsequent return pivotal movement of the two mullion sections, the parts thus being positioned in the assembled manner shown in FIG. 2.
- the completed mullion assembly is essentially a rigid tubular construction having walls overlapped in each direction, which walls are essentially resistant to flexure and nonresilient, the sole resilient component being used merely to maintain the two mullion sections against return pivotal movement.
- the trunnion 34 includes a tooth 34 entering into a notch 22' on the web 18 in the interlocked position of the mullion sections, similarly resisting inward and outward relative movement of the parts.
- Movement of the mullion sections toward and away from each other is similarly limited at the outer end, for instance, by the adjacent sidewall portions 119 of the front wall section 19 of the mullion l7, and the adjacent surface portion of the backing web 32 of the mullion section 16.
- a relative outward movement between the mullion components is prevented at the inner junction of the mullion components by the engagement of a trailing angle portion 34" at the rear end of the trunnion against an oppositely disposed portion of the offset flange 23.
- the configuration of the trunnion portion may be arranged so that, in the assembled position of the mullion sections, portions 34" and a portion of the flange 23 are biased or wedged tightly into engagement.
- a glass mounting and sealing gasket assembly 41 is forced into the pocket of the mullion structure, the gasket including lateral leg portions covering the face of the mullion structure and preferably outwardly lapping the front junction J between the sections 16 and 17.
- the horizontal transoms l4 incorporate vertically open pockets 20' similar to the pocket 20 in the mullion section 17, to permit mounting of continuations of the gasket 41 in the horizontal frame components.
- the outwardly facing surface 60 of ,the flange section 57 may incorporate a Weatherstrip receiver groove 61, within which may be mounted an elongated section of Weatherstrip 62.
- the terminal end of the inner leg 55 of the section 52 is bifurcated, the bifurcation being defined by an inner longitudinally extending rib 63, an outer longitudinally extending rib 64 and a base portion 65, connecting the two ribs.
- the inner surface 66 of the inner rib 63 is arcuate, to provide clearance for the interfitting of components of the mullion section 51 between the bifurcated ribs by a relative pivotal movement.
- the mullion section 51 includes a backing web 67, an outer leg or wall 68 and an inner wall portion 69.
- the outer wall 68 terminates in an inwardly directed trunnion'assembly comprised by an inwardly directed flange 70, having at this innermost end a toe 71 directed away from the web 67 and generally paralleling the wall 68.
- a rounded abutment 72 is formed at the inner junction of the flange and leg 68.
- a frame structure including as its terminal component the mullion section 52, is mounted in position on a building.
- the next adjacent frame structure has, as its leading edge component, the mullion section 51.
- the last mentioned section is tilted with respect to the already installed frame (the section being rotated in a clockwise direction relative to the position shown in FIG. 5) and the trunnion assembly 70 inserted by a combined inward and sideward movement into thepocket 56.
- Continued pivotal movement about a pivot axis A essentially slightly outwardly spaced from the abutment 72, will cause sealing flange 73, forming a continuation of the inner wall portion 69, to enter into the space between the ribs 63, 64 defining the bifurcation.
- the abutment surface 72 defines a cam configuration which, on continued movement, coacts with the end portion 59a and the end section 59, causing a camming action.
- This camming action shifts the innermost surface 73a against the inner face of the bifurcation 64, resulting in a wedging or looking together of the two halves, thereby effecting an intimate engagement between these parts.
- a machine screw 74 may be passed through the three layers defining the bifurcations and the sealing flange 73, to prevent return pivotal movement of the parts.
- the two mullion half sections act essentially as a single, rigid tubular section, i.e. any stress applied to either half is transmitted as well to the other half and is resisted by the mullion assembly as if the assembly were an integral tube.
- the toe 71 At the exterior of the junction of the mullion sections, the toe 71, at the end of the trunnion entering into the space between the Weatherstrip retainer groove and base 58 of the pocket defining member, provides a locking engagement against inward and outward relative movement of the parts, as well as against compressive movement, the compressive movement being likewise resisted by the engagement of the flange 70 of the trunnion against the outer surface of the weather-strip receiving groove. It will also prevent rotational movement of the compression flanges, which movement initiates lateral buckling failure in the conventional interlocking mullions.
- end portion 59a entering behind the abutment 72, performs not only a wedging function but also a blocking function, preventing outward spreading of the mullion components at the exterior surface.
- initial interfitting of the parts is effected by lateral relative movements, which lateral movements are accomplished when the section being installed is tilted relative to the section which has already been installed.
- lateral relative movements which lateral movements are accomplished when the section being installed is tilted relative to the section which has already been installed.
- clearance is provided for the initial lateral installing movements by reason of the fact that these movements must be accomplished when the two frames are in a first or angled position relative to each other.
- the panelling or pane structures carried by the curtain wall sections may be installed at the factory or, as shown in the embodiment of FIGS. 2 to 4, may be installed on the job after erection of the framing components.
- mullion section may be designed which will permit subsequently installed panels to be tilted inwardly into alignment with installed panels, or outwardly into alignment with such panels in accordance with the requirements of a particular application.
- the mullion sections may desirably form the horizontal components of preassembled, interlocking curtain wall sections, with the lower edge of one said section pivotally interlocking with the upper edge of an installed section.
- a two part load bearing mullion structure may be integrated into a tubular whole having a strength factor comparable to an extruded integral tubular shape of comparable size, by providing separable mullion halves, which halves are integrated at one junction or connection by a pivotal or rotational movement of the parts into interlocked connection.
- the pivot connection must be such thatrelative movement of the halves adjacent the connection is prevented in the assembled condition.
- the device should include overlapping wall portions spaced from the pivotal connection to resist relative movement at such spaced position.
- the unexpected strength of the composite structure is believed to be the result of the fact that lateral bending failures may be induced by progressively smaller forces exerted on a channel structure, as the channel structure is twisted or deflected to a progressively greater degree.
- lateral bending failures may be induced by progressively smaller forces exerted on a channel structure, as the channel structure is twisted or deflected to a progressively greater degree.
- a tubular, interlocking split mullion construction linking adjacent frames comprising first and second, generally U-shaped, rigid half sections each including first and second legs, locking means for joining the first leg of one said section to the first leg of the other said section, said locking means including a laterally open bearing pocket member on one said first leg, a trunnion member on the other said first leg, said trunnion member being sidewise insertable into said pocket when said sections are in a first angularly related position, said pocket member and said trunnion member including cam and follower means, said cam and follower means being spaced from each other in said first angularly related position, and being positioned to be shifted into engagement when said sections are pivoted from said first toward a second angularly related position, said cam and follower means, in the course of said pivotal movement, having coacting interengaging means for progressively laterally shifting one said section relative
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
Description
Claims (2)
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US82295069A | 1969-05-08 | 1969-05-08 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US3601946A true US3601946A (en) | 1971-08-31 |
Family
ID=25237394
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US822950A Expired - Lifetime US3601946A (en) | 1969-05-08 | 1969-05-08 | Interlocking mullion construction |
Country Status (2)
| Country | Link |
|---|---|
| US (1) | US3601946A (en) |
| GB (1) | GB1296782A (en) |
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2350069A1 (en) * | 1972-10-05 | 1974-04-18 | Standard Products Co | PANEL MOUNTING SYSTEM |
| US3807113A (en) * | 1971-10-01 | 1974-04-30 | E Turner | Roofing panel with interlocking side edges |
| US3906694A (en) * | 1974-08-14 | 1975-09-23 | Rohr Industries Inc | Blind, riveted joint for panel members |
| US4196555A (en) * | 1978-05-26 | 1980-04-08 | J Henges Enterprises, Inc. | Wall structure and interlocking components therefor |
| US4808039A (en) * | 1987-02-03 | 1989-02-28 | Joachim Fischer | Coupling mechanism for interconnecting sealing plates that are to be built into a sealing wall |
| US4944545A (en) * | 1987-05-19 | 1990-07-31 | Simme Sture Bertil Ragnar | Stanchion for goods vehicles |
| US4987717A (en) * | 1987-11-20 | 1991-01-29 | Dameron Jr Joseph T | Gutter facia design adapted for use in box beam applications |
| EP0655545A1 (en) * | 1993-11-26 | 1995-05-31 | The Curran Company | Window wall for shielded enclosures |
| US20040074174A1 (en) * | 2002-03-13 | 2004-04-22 | Biebuyck Lawrence F. | Building curtain wall mullion and sill assembly |
| US6755004B1 (en) * | 2000-02-17 | 2004-06-29 | American Pre-Fab, Inc. | Simple lap beam |
| US6826885B2 (en) * | 2002-02-06 | 2004-12-07 | Stephen S. Raskin | System for reinforcing extruded beams |
| US20050205753A1 (en) * | 2004-02-12 | 2005-09-22 | Kyozaburo Takagi | Construction components including hinged portions and pliant sealing edges |
| US20080072528A1 (en) * | 2006-09-26 | 2008-03-27 | Wolfe Electric, Inc. | Support Beam and Attachment Clevis Assembly |
| US8998527B2 (en) | 2011-03-30 | 2015-04-07 | Oldcastle Building Envelope, Inc. | System for interconnection of structural components |
| US20170152699A1 (en) * | 2014-09-15 | 2017-06-01 | Gregory Header | Quick Release Cladding System for Fenestration Frames |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3055468A (en) * | 1960-07-27 | 1962-09-25 | F C Russell Company | Thermally insulated paneled wall structure |
| US3111203A (en) * | 1959-11-27 | 1963-11-19 | Reynolds Metals Co | Door constructions and interlocking extrusions for use therein |
| US3170268A (en) * | 1962-05-07 | 1965-02-23 | Balco Inc | Expansion joint cover structure |
| US3196495A (en) * | 1962-10-08 | 1965-07-27 | Harry L Owen | Column covering |
| US3203149A (en) * | 1960-03-16 | 1965-08-31 | American Seal Kap Corp | Interlocking panel structure |
| US3310926A (en) * | 1964-04-08 | 1967-03-28 | Air Entpr Inc | Panel construction |
| US3398499A (en) * | 1966-03-02 | 1968-08-27 | Moore | Interlocking extruded sections |
| US3416793A (en) * | 1966-11-23 | 1968-12-17 | George C. Fox | Diving board |
| US3417537A (en) * | 1966-08-04 | 1968-12-24 | James D. Wilson | Load-bearing structural column |
| US3420028A (en) * | 1966-05-19 | 1969-01-07 | Reynolds Metals Co | Interlocking roof deck and wall construction |
| US3452498A (en) * | 1967-09-14 | 1969-07-01 | Lewis R Kinsey | Building construction |
-
1969
- 1969-05-08 US US822950A patent/US3601946A/en not_active Expired - Lifetime
-
1970
- 1970-04-21 GB GB1296782D patent/GB1296782A/en not_active Expired
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3111203A (en) * | 1959-11-27 | 1963-11-19 | Reynolds Metals Co | Door constructions and interlocking extrusions for use therein |
| US3203149A (en) * | 1960-03-16 | 1965-08-31 | American Seal Kap Corp | Interlocking panel structure |
| US3055468A (en) * | 1960-07-27 | 1962-09-25 | F C Russell Company | Thermally insulated paneled wall structure |
| US3170268A (en) * | 1962-05-07 | 1965-02-23 | Balco Inc | Expansion joint cover structure |
| US3196495A (en) * | 1962-10-08 | 1965-07-27 | Harry L Owen | Column covering |
| US3310926A (en) * | 1964-04-08 | 1967-03-28 | Air Entpr Inc | Panel construction |
| US3398499A (en) * | 1966-03-02 | 1968-08-27 | Moore | Interlocking extruded sections |
| US3420028A (en) * | 1966-05-19 | 1969-01-07 | Reynolds Metals Co | Interlocking roof deck and wall construction |
| US3417537A (en) * | 1966-08-04 | 1968-12-24 | James D. Wilson | Load-bearing structural column |
| US3416793A (en) * | 1966-11-23 | 1968-12-17 | George C. Fox | Diving board |
| US3452498A (en) * | 1967-09-14 | 1969-07-01 | Lewis R Kinsey | Building construction |
Cited By (21)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3807113A (en) * | 1971-10-01 | 1974-04-30 | E Turner | Roofing panel with interlocking side edges |
| DE2350069A1 (en) * | 1972-10-05 | 1974-04-18 | Standard Products Co | PANEL MOUNTING SYSTEM |
| US3906694A (en) * | 1974-08-14 | 1975-09-23 | Rohr Industries Inc | Blind, riveted joint for panel members |
| US4196555A (en) * | 1978-05-26 | 1980-04-08 | J Henges Enterprises, Inc. | Wall structure and interlocking components therefor |
| US4808039A (en) * | 1987-02-03 | 1989-02-28 | Joachim Fischer | Coupling mechanism for interconnecting sealing plates that are to be built into a sealing wall |
| US4944545A (en) * | 1987-05-19 | 1990-07-31 | Simme Sture Bertil Ragnar | Stanchion for goods vehicles |
| US4987717A (en) * | 1987-11-20 | 1991-01-29 | Dameron Jr Joseph T | Gutter facia design adapted for use in box beam applications |
| EP0655545A1 (en) * | 1993-11-26 | 1995-05-31 | The Curran Company | Window wall for shielded enclosures |
| US5510575A (en) * | 1993-11-26 | 1996-04-23 | The Curran Company | Window wall for shielded enclosures |
| US6755004B1 (en) * | 2000-02-17 | 2004-06-29 | American Pre-Fab, Inc. | Simple lap beam |
| US6826885B2 (en) * | 2002-02-06 | 2004-12-07 | Stephen S. Raskin | System for reinforcing extruded beams |
| US20040074174A1 (en) * | 2002-03-13 | 2004-04-22 | Biebuyck Lawrence F. | Building curtain wall mullion and sill assembly |
| US6993873B2 (en) * | 2002-03-13 | 2006-02-07 | Butler Manufacturing Company | Building curtain wall mullion and sill assembly |
| US20050205753A1 (en) * | 2004-02-12 | 2005-09-22 | Kyozaburo Takagi | Construction components including hinged portions and pliant sealing edges |
| US7530544B2 (en) * | 2004-02-12 | 2009-05-12 | Fukuvi Usa, Inc. | Panel forming system including construction component having hinged portion engaged with set portion forming panel forming surfaces against which curable materials are shaped |
| US20080072528A1 (en) * | 2006-09-26 | 2008-03-27 | Wolfe Electric, Inc. | Support Beam and Attachment Clevis Assembly |
| US7895809B2 (en) * | 2006-09-26 | 2011-03-01 | Wolfe Electric, Inc. | Support beam and attachment clevis assembly |
| US8998527B2 (en) | 2011-03-30 | 2015-04-07 | Oldcastle Building Envelope, Inc. | System for interconnection of structural components |
| US9422959B2 (en) | 2011-03-30 | 2016-08-23 | Oldcastle Buildingenvelope, Inc. | Method for interconnection of structural components |
| US20170152699A1 (en) * | 2014-09-15 | 2017-06-01 | Gregory Header | Quick Release Cladding System for Fenestration Frames |
| US9970231B2 (en) * | 2014-09-15 | 2018-05-15 | Gregory Header | Quick release cladding system for fenestration frames |
Also Published As
| Publication number | Publication date |
|---|---|
| GB1296782A (en) | 1972-11-15 |
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Owner name: SAMSON INDUSTRIES, INC., 175 SEA CLIFF AVE., GLEN Free format text: ASSIGNMENT OF ASSIGNORS INTEREST.;ASSIGNOR:SAMSON WINDOW CORP.;REEL/FRAME:003897/0743 Effective date: 19800930 |
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Owner name: FLOUR CITY ARCHITECTURAL METALS INC 650 WASHINGTON Free format text: ASSIGNMENT OF ASSIGNORS INTEREST.;ASSIGNOR:SAMSON INDUSTRIES, INC.;REEL/FRAME:004245/0393 Effective date: 19841228 |
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Owner name: E. G. SMITH CONSTRUCTION PRODUCTS, INC. A CORP OF Free format text: CHANGE OF NAME;ASSIGNOR:FLOUR CITY ARCHITECTURAL METALS, INC. A DE CORP;REEL/FRAME:004269/0576 Effective date: 19831210 |
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