|Publication number||USRE31528 E|
|Application number||US 06/320,618|
|Publication date||Mar 6, 1984|
|Filing date||Nov 12, 1981|
|Priority date||Jul 31, 1978|
|Publication number||06320618, 320618, US RE31528 E, US RE31528E, US-E-RE31528, USRE31528 E, USRE31528E|
|Inventors||David F. Mieyal|
|Original Assignee||Donn Incorporated|
|Export Citation||BiBTeX, EndNote, RefMan|
|Referenced by (24), Classifications (8), Legal Events (1)|
|External Links: USPTO, USPTO Assignment, Espacenet|
This invention relates generally to grid members for suspension ceilings and more particularly to a novel and improved grid tee formed with an optimum cross section which requires less material while still meeting industry requirements for such members.
Grid tees for suspension ceilings are well known. Such grids are usually shaped as an inverted "T" shape providing a central web having an enlargement or bulb at its upper edge and providing oppositely extending flanges along its lower edge. Such grid tees are provided with various types of end connections so that they can be interconnected to provide a grid having rectangular openings into which ceiling panels are fitted and supported. Usually the grids include main runs which are suspended at unform intervals from the building structure by various means. One common system utilizes hanger wires which are looped through openings in the bulb of the main tee grid members at substantially uniform spacing or intervals along the main runs. The grid tees of the main runs are therefore unsupported along spans between the adjacent supports. Cross tee members are connected between and are supported by the main runs in a pattern to complete the grid system.
Industry standards require that in a completed grid the tees do not deflect or sag down between supports more than a specified amount. In commercial systems the grid tees must not deflect down between the supports more than 1/360th of the length of the span or interval between supports. When sag is limited in this respect, the assembled ceiling appears to be level and planar, providing a desirable appearance. For example, where the ceiling grid is supported along the main runs at four-foot intervals the four-foot span between supports should not deflect down more than four feet divided by 360 or more than 0.1333 inches. In a five-foot span the deflection should not exceed 0.1666 inches.
When grid tees are formed of sheet metal, the general practice in the past has been to select a metal thickness which is sufficiently great so that when the grid tee is shaped to the required envelope the resulting tee provides sufficient stiffness to meet the deflection requirement. The thickness of the web in such grid tees is usually determined by the thickness of the material used to form the remainder of the tee. However, the web does not contribute significantly to the stiffness of the resulting structure and, therefore, the resulting structure often has a web which is thicker than is required and more material is used to form the tee than is necessary.
U.S. Pat. Nos. 3,023,861 and 3,187,856 disclose grid tees formed of a base metal shaped so that the web and the bulb are formed in their entirety by the base metal along with a portion of the flanges. In such patents a facing cap is mounted on the face of the flange and has the effect of increasing the effective thickness of the flange by providing additional material at the flange extremity of the grid tee. However, in such devices the bulb formed of the base metal is relatively thin and the centroid of the moment of inertia of the section is displaced significantly from a mid position between the two extremities of the section. Consequently, the stiffness of the structure is not provided with the efficiency that is achieved with this invention.
Another form of prior art grid tee is illustrated in FIG. 7, in which the grid tee is formed of a single strip of metal shaped from one edge to form the bulb and along the other edge to form the flanges. Such grid tee is, however, not symmetrical about the central axis of the section and must be formed of the thicker material to provide the necessary strength. In such structure the bulb is not a closed structure and is not as strong as a closed bulb. Further, the flange must be supported in a cantilever fashion from one side thereof and such structure requires additional material thickness for a given strength requirement.
In accordance with the present invention, a novel and improved grid tee structure is provided which requires less material than comparable structures of the prior art while still meeting the industry requirements with respect to deflection. In the grid tee structure of the present invention the material forming the tee is located so as to provide the required stiffness or deflection resistance with a minumum amount of material usage.
In the illustrated embodiments a thin strip material is selected to form the basic structure including the exterior portion of the bulb, the web and the nonexposed portion of the flanges. A separate cap is mounted to cover the flanges and provide additional material to the section at the flange extremity thereof. The effective thickness of the bulb is increased by enclosing within the bulb a reinforcing or stiffening strip which is located substantially at the bulb extremity of the section. Consequently, an increased proportion of the material forming the tee is located at the two extremities where it efficiently contributes to the stiffness of the structure, and the web, which does not contribute significantly to stiffness, is relatively thin. Consequently, a given industry standard can be met by a tee formed of substantially less material than in the typical prior art tees. Further, since the thickess of the cap and the thickness of the reinforcing material can be separately selected with optimum design considerations in mind, an optimum use of the material is achieved.
FIG. 1 is a fragmentary, perspective view of a portion of a suspended ceiling illustrating the manner in which a typical grid is often assembled and installed;
FIG. 2 is a fragmentary side view of a grid tee incorporating the present invention, illustrating the manner in which the grid may be suspended;
FIG. 3 is a cross section of one embodiment of a grid tee incorporated in the present invention;
FIG. 4 is an enlarged, fragmentary section of a portion of the grid tee of FIG. 3 better illustrating the wraparound connection at the edge of the flange and the bulb structure;
FIG. 5 is a cross section of a second embodiment of a grid tee in accordance with the present invention;
FIG. 6 is a fragmentary section taken along 6--6 of FIG. 2; and,
FIG. 7 is a cross section of one prior art grid tee.
FIG. 1 illustrates a representative type of suspension ceiling having a plurality of parallel main runs 10 consisting of end-connected main tee members 11. At intervals along the length of the main runs 10 cross tees 12 are connected to the main runs to produce cross runs 13. The main runs and cross runs cooperate to provide a grid of rectangular openings each of which is sized to receive a ceiling panel 14.
Generally, the grid, and in turn the entire ceiling system, are supported by support means spaced at intervals along the main runs 10. In the embodiment illustrated in FIG. 1 the main runs 10 are supported by wire hangers 16, which are suitably connected to the building structure, are looped through lateral openings 17 in the bulb 18 of the tees, and are twisted as best illustrated at 19 in FIG. 2. Such hanger wires are normally spaced at uniform intervals along the length of the main runs and such interval may, for example, be four feet or five feet so that the main runs are supported in spans of such length between the hanger wires 16. As discussed above, the tees must be sufficiently resistant to deflection to prevent excessive sagging between adjacent hanger wires 16. One industry standard mentioned above requires that the sag not exceed one 360th of the length of the span. When the sag or deflection between support wires is limited in this way, the assembled ceiling appears to be flat or planar and the sagging which does exist to such an extent is not noticeable. The amount of sagging of a given tee member is, of course, a function of the span length and the weight per foot supported by the tees of the ceiling system.
In accordance with the present invention, tee members are formed to provide the maximum resistance to deflection for a given amount of material used to form the tee member. Further, in accordance with this invention the tee member can be more accurately designed to efficiently support any given load.
FIGS. 3 and 4 illustrate a first embodiment of this invention. It should be understood that the invention is equally applicable in the manufacture of both main tee members for use in main runs and for cross tee members for use in cross runs. In a given grid system the usual practice is to form the cross tees with the same cross section as the main tees.
As best illustrated in FIG. 3, the tee of the first embodiment includes three separate metal strips. The first strip 21 provides the basic structure of the tee. The second strip 22 is secured at the flange section 23 and the third strip 24 is located within the bulb 26 of the tee. The tee section illustrated is symmetrical about a central plane 27 and is formed with a rectangular bulb 26 having relatively sharp corners. In this illustrated embodiment the stiffening or third strip 24 is shaped as a generally U-shaped channel having its base 28 adjacent to the upper extremity 29 of the tee section and providing depending parallel legs 31 extending substantially to the lower edge of the bulb. The strip 21 is formed to encircle the stiffening strip 24 and to cooperate therewith to produce the rectangular shaped bulb adjacent to the upper extremity 29.
In the embodiment of FIGS. 3 and 4, the generally U-shaped stiffening strip 24 is formed with an accordion pleat 30 at the center of the extremity of the bulb 26. Such pleat is formed by a reverse bend at 30a in the strip 24 and oppositely extending right angle bends at 30b. From the bends at 30b the central portion 32 of the strip 21 extends horizontally along the base 28 of the stiffener strip 24 to relatively sharp corners at 33 and 34 and then down along the sides of the bulb along portions 36 and 37 adjacent to the legs 31. At the lower ends of the legs 31 the strip 21 is bent inwardly at 38 and 39 to provide horizontal portions 41 and 42 which extend inwardly to the central plane 27. Opposite right angle bends are provided at 43 and 44 so that the strip 21 provides a web portion consisting of two thicknesses of the strip 21 in face-to-face adjacency extending along the central plane 27 from the bulb 26 to the flange 23. At the flange edge of the web 46 the strip 21 is provided with opposite right angle bends 47 and 48 so that the strip 21 provides oppositely extending flange portions 51 and 52. Each of the flange portions 51 and 52 is provided with a longitudinally extending raised rib 54 and a reverse bend 56 best illustrated in FIG. 4.
The second strip 23 is secured in face-to-face adjacency with the flange portions 51 and 52 by two reverse bends 57 and 58 so that the edge of the facing or second strip 23 is wrapped around the edge of the associated flange and both strips are bent together at the bends 57 and 58. With this structure three are five layers of material adjacent to each edge of the flange, thereby concentrating the amount of material provided adjacent to the flange extremity 59.
With this structure in which the flange of the tee consists of two separate strips, it is possible to select the thickness of the two strips to provide substantially any total flange thickness desired. Further, the use of the ribs 54 and the double wraparound connection between the second strip 22 and the first step 21 provides a concentration of additional material adjacent to the flange extremity 59 of the tee section and a lengthwise interconnection so the composite structure functions in deflection as a unit.
Similarly, the use of two separate materials to form the bulb provides a structure in which thickness is concentrated adjacent to the upper extremity 29 of the tee section without utilizing a thick material to form the basic tee structure. The accordion pleat provides two advantages. First, it provides a further concentration of material at the upper extremity of the bulb symmetrically along the central plane 27 and second, it facilitates the rolling operation preferably used to form the composite bulb as discussed below. Here again, a lengthwise connection is provided between the strips, as discussed below, so the composite structure again functions as a unit in deflection. With this structural arrangement the first strip 21 can be formed of extremely thin stock. Because the bulb is relatively narrower, a thicker stiffening member 24 is usually selected to that the effective thickness in the bulb zone is relatively high. Preferably the thicknesses of the various strips are selected so that the cross section is provided with a moment of inertia having a centroid relatively close to the midpoint between the two extremities 29 and 59 of the sections as illustrated by the dotted line C in FIG. 3.
In one preferred structure the first stip 21 has a thickness of 0.0061 inches, the second strip 22 has a thickness of 0.0072 inches, and the third strip 24 has a thickness in the range of between about 0.012 and 0.030. The thicker material for the third strip is used in the manufacture of grid tees for heavy duty service and the thinner thickness is used for grid tees of intermediate duty. In such example the first strip 21 is preferably embossed to increase its rigidity.
It is possible, by properly selecting the thickness of the material of each of the strips, to establish an efficient cross section having a desired stiffness while still maintaining the grid shape within a standard envelope. For example, such grid having strips of the thicknesses mentioned above has a total height of 1.5 inches, a flange width slightly less than 1 inch, a bulb width of 1/4 of an inch, and a bulb height of 0.5 inches. The overall envelope or size of the tee is usually dictated by the type of grid system in which the tee members are to be installed and the above dimensions are examples for one typical grid envelope.
Because the grid is symmetrical about the central plane 27 and provides concentrations of material substantially adjacent to the two extremities 29 and 59, the grid section has a moment of inertia which is substantially maximized for a given amount of material and provides the grid with the centroid located substantially midway between the two extremities. Such tee therefore efficiently provides a substantial resistance to deflection for a given amount of material required to produce the tee member. Further, in such structure the thickness of the web tends to be minimized, but this does not detract from the stiffness of the total assembly since the web portion of the tee member provides little contribution to the rigidity or resistance of deflection of the total system.
It should be understood that although a channel-shaped stiffener provides effective utilization of the material within the bulb, in accordance with the broader aspects of this invention, stiffeners of other shapes can be utilized. It should also be understood that although the provision of the ribs 54 and the double bends at the edges of the flange concentrates material adjacent to the flange extremity, other structural arrangements can be used to provide such concentration of material. In practice it is desirable to use a material for the first strip 21 which is embossed to increase its rigidity and to utilize a material for the cap strip 23 which is prefinished along one side to present a finished appearance when the tee member is installed in a grid system.
It should be understood that in the drawings the thickness of the various elements or strips is greatly exaggerated for purposes of illustration but that the thickness of the basic strip utilized to form the web should be selected to be substantially as thin as possible for a given grid member and the thicknesses of the cap strip and the stiffening strip should be selected to provide the required moment of inertia and a location of the centroid of the section which is substantially midway between the two extremities of the section. With the present invention the material savings tend to be about 20% to 25% when compared to conventional symmetrically structured tee sections.
Because the material forming the web is relatively thin, the end connectors provided at each end of the tee members are preferably formed of separate elements which are suitably connected to the tee member and are provided with sufficient thickness and strength to provide the necessary connections. A suitable type of separate end connector is illustrated in the copending application Ser. No. 713,287, filed Aug. 11, 1976 (assigned to the Assignee of the present invention), and such application is incorporated herein by reference to describe a satisfactory end connection which may be used in the manufacture of a tee member in accordance with this invention.
Referring to FIGS. 2 and 6, it is preferable that the stiffening strip 24 be connected to the strip 21 at intervals along its length. Such connection may be provided in any suitable manner, such as by welding or the like, but the illustrated preferred structure for providing such connection is best illustrated in FIGS. 2 and 6 wherein these two strips are lance knitted together. With such structure, opposed tongues 81 are cut from the strip 21 adjacent to associated tongues 82 cut from the strip 24 and the two tongues are bent back along the member as best illustrated in FIG. 6. In practice such tongues are formed in the grid member at regular intervals along its length. They function to connect the two strips 21 and 24 together so that the two strips effectively provide a unitary structure. Further, the lancing produces the opening 17 at regular intervals along the length of the tee member to receive the support wires 16 or the like.
Preferably the tee is formed by a process in which the two strips 21 and 24 are initially lance the two strips are then simultaneously roll formed to produce the bulb 26 which encloses the U-shaped channel member 24. During such operation the strip 21 is also shaped to provide the web 46 and flange portions 51 and 52. When an accordian pleat 30 is formed in the strip 24 such strip is preferrably provided with a central ridge before it is lance stiched to the strip 21. The cap strip 22 is then roll formed simultaneously with the edges of the strip 21 to provide the connection and final shape to the flange.
FIG. 5 illustrates a second embodiment of this invention which is very similar to the first embodiment of FIGS. 3 and 4. In this embodiment the structure differs primarily by the formation of the bulb without the accordion pleate and with radiused corners at 66 and 67 rather than sharp corners, as in the first embodiment. The remainder of the parts of the structure are substantially identical. The stiffener 68 is again formed with a generally U-shaped cross section having its base 69 adjacent to the upper extremity 71 of the tee section. Here again, this embodiment provides a cap strip 72 provided with two bends 73 and 74 at the flange edges and the basic strip 76 is provided with a rib 77 and a reverse bend 78.
In the prior art illustrated in FIG. 7, a single strip is shaped to provide the entire tee member. Such structural shape provides a single thickness for the web, and therefore provides a relatively thin web thickness. However, with such structure in which the flange is nonsymmetrical and the bulb isnot secured to the web along both edges, thicker material must be utilized to provide given strength. Consequently, a tee member formed in such manner does not provide the same efficient use of the material even though the web is relatively thin compared to the thickness of the bulb and the flange and even though such tee section tends to concentrate material at the two extremities of the section. Further, since tees are usually formed of prefinished material, the entire tee member is finish coated and this further increases material cost of manufacture.
Although preferred embodiments of this invention are illustrated, it is to be understood that various modifications and rearrangements may be resorted to without departing from the scope of the invention disclosed and claimed.
|Citing Patent||Filing date||Publication date||Applicant||Title|
|US5413300 *||May 13, 1993||May 9, 1995||Hosteing; Guy||Profiles for supporting and maintaining in tension a false ceiling or a false wall|
|US5694735 *||Dec 19, 1995||Dec 9, 1997||Lovas; Gary||Method and a tool for crimping a tee or main|
|US5794485 *||Jul 11, 1997||Aug 18, 1998||Lovas; Gary||Tool for crimping a tee or main|
|US6167674 *||Jun 1, 1998||Jan 2, 2001||Lakdas Nanayakkara||Light-gauge truss framing element|
|US6722098||Feb 21, 2002||Apr 20, 2004||Worthington Armstrong Venture||Beam for drywall ceiling|
|US7516585||Nov 21, 2005||Apr 14, 2009||Usg Interiors, Inc.||Grid tee for suspension ceiling|
|US7712274||Dec 29, 2006||May 11, 2010||Usg Interiors, Inc.||Downwardly accessible lift-and-shift ceiling system|
|US7832168||Mar 2, 2009||Nov 16, 2010||Usg Interiors, Inc.||Grid tee for suspension ceiling|
|US7946089||Aug 7, 2008||May 24, 2011||Usg Interiors, Inc.||Single web grid with reinforced bulb|
|US7975448 *||Mar 28, 2008||Jul 12, 2011||Chicago Metallic Corporation||Drywall channel with pre-punched locating tabs|
|US8266860||Feb 1, 2008||Sep 18, 2012||Usg Interiors, Llc||Grid tee for suspension ceiling|
|US8572930||Jul 5, 2006||Nov 5, 2013||Worthington Armstrong Venture||Single layered web beam for a drywall suspended ceiling|
|US8590274 *||Jun 5, 2006||Nov 26, 2013||Worthington Armstrong Venture||Single-layered web beam for a suspended ceiling|
|US8590275||Jul 19, 2006||Nov 26, 2013||Worthington Armstrong Venture||Single-layered web beam for a panel suspended ceiling|
|US20070125038 *||Nov 21, 2005||Jun 7, 2007||Lehane James J Jr||Grid tee for suspension ceiling|
|US20070175152 *||Dec 18, 2006||Aug 2, 2007||Kupec Thoms F||Single strip - double web ceiling grid member|
|US20070277466 *||Jun 5, 2006||Dec 6, 2007||Worthington Armstrong Venture||Single-layered web beam for a suspended ceiling|
|US20070277467 *||Jul 5, 2006||Dec 6, 2007||Worthington Armstrong Venture||Single-layered web beam for a drywall suspended ceiling|
|US20070277468 *||Jul 19, 2006||Dec 6, 2007||Worthington Armstrong Venture||Single-layered web beam for a panel suspended ceiling|
|US20080120941 *||Sep 27, 2006||May 29, 2008||Usg Interiors, Inc.||Single web grid with reinforced bulb|
|US20080236068 *||Mar 28, 2008||Oct 2, 2008||Jahn Peter G||Drywall channel with pre-punched locating tabs|
|US20080289280 *||Aug 7, 2008||Nov 27, 2008||Usg Interiors, Inc.||Single web grid with reinforced bulb|
|US20090158684 *||Mar 2, 2009||Jun 25, 2009||Usg Interiors, Inc.||Grid tee for suspension ceiling|
|EP2481862A1 *||Jan 7, 2009||Aug 1, 2012||USG INTERIORS, Inc.||Grid members for a suspended ceiling and methods of making same|
|U.S. Classification||52/836, 52/506.07, 52/781, 52/461|
|Cooperative Classification||E04B2009/062, E04B9/068|
|Jan 10, 1985||AS||Assignment|
Owner name: DONN CORPORATION A CORP OF OH
Free format text: RE-RECORD OF INSTRUMENT RECORDED JULY 13, 1978 REEL 3569 FRAME 990 TO CORRECT THE NAME OF THE ASSIGNEE;ASSIGNOR:MIEYAL, DAVID F.;REEL/FRAME:004359/0195
Effective date: 19780719