Information
-
Patent Grant
-
6748712
-
Patent Number
6,748,712
-
Date Filed
Friday, June 14, 200222 years ago
-
Date Issued
Tuesday, June 15, 200420 years ago
-
Inventors
-
Original Assignees
-
Examiners
Agents
- Barnes & Thornburg
- Lorenzen; John M.
- Janci; David F.
-
CPC
-
US Classifications
Field of Search
US
- 052 50607
- 052 812
- 052 813
- 052 83
-
International Classifications
-
Abstract
The present invention relates to a scalable suspension system for domed shaped ceilings that includes a framework of suspension members interconnected to a central hub. The framework of suspension members are used to support a domed shaped ceiling fabricated from plaster or gypsum wallboard. The suspension members include primary spoke members, secondary spoke members, intercostal members and cross tees. The primary spoke members are attached to the central hub component. The intercostal members are spanned between the primary spoke members. The secondary spoke members are connected to the intercostal members, and extend between the primary spoke members. The primary and secondary spoke members are interconnected by the cross tees to create a unified structure. The hub includes radially indexed integral tabs that facilitate the attachment of the hanger wires and allows for the rigid attachment of the primary spoke members in a precise radial pattern.
Description
BACKGROUND OF THE INVENTION
This invention relates generally to drywall suspension systems and more particularly to a novel and improved system for creating domed ceilings using suspension members that include primary and secondary curved spoke members interconnected by using a central hub and intercostal members so that a domed shaped ceiling can be created.
Domed ceilings are common architectural elements. Small domes are available in prefabricated forms. Prefabricated domes such as those produced from glass-reinforced gypsum are relatively easy to erect but are fragile, heavy and difficult to handle. Further, such domes are available only in incremental sizes and generally are less than ten feet in diameter.
Larger domes are usually built using conventional ceiling materials. Constructing a dome with these materials is much more labor intensive than constructing a flat ceiling because they pose special challenges to the installer. Most of these challenges deal with the planning, constructing and gauging of an accurate support system to which finishes may be attached. Often, these support systems are constructed without pre-engineered components in an ad hoc fashion such as crude assemblies of wood or roughly bent metal parts. Metal suspension tees have also been modified to form dome suspension frames. The tees are modified to form rough curves by cutting slits incrementally along the length of the tee, hand bending the tee against a template, and applying mending plates across the slots. The modified tees are attached to a center point and suspended in a radial pattern. The position of the radial tees is indexed by inserting short straight sections of tees.
The fabrication and assembly processes of on-site fabricated ceilings are labor intensive. Further, the process results in a surface composed of many discontinuous straight segments and a central region that is overcrowded with tees and hanger wires. Such a crowded number of tees and hanger wires interconnected in a small area presents installation problems and is generally considered an inefficient use of materials. Once the support system is fabricated and assembled, domed ceilings are typically finished using a lath and plaster system or drywall with joint treatment. The amount of labor and material required to form smoothly curved surfaces of these types is greatly affected by the accuracy of the underlying curved support system. If the support system is not accurately curved, large amounts of plaster or joint compound must be applied and sanded to achieve the desired smoothness. Prior art systems do not provide for an accurately curved domed support system that provides for easy on-site assembly and installation.
SUMMARY OF THE INVENTION
This invention may be described as a novel and improved scalable suspension system for domed shaped ceilings that includes a framework of suspension members interconnected to a central hub. The framework of suspension members are used to support a domed shaped ceiling fabricated from plaster or gypsum wallboard. The framework is scalable in that it can be dimensioned to accommodate domes of various diameters. All of the suspension members are curved to the same radius and when assembled, trace the surface of a sphere with the same radius. If the suspension system is not a perfect hemispherical dome, the suspension members may have different radii of curvature. The suspension members include primary spoke members, secondary spoke members, intercostal members and cross tees. The primary spoke members are attached to the central hub component. The intercostal members are spanned between the primary spoke members. The secondary spoke members are connected to the intercostal members, which extend between the primary spoke members. The primary and secondary spoke members are interconnected by the cross tee's to create a unified structure. The hub includes radially indexed integral tabs that facilitate the attachment of the hanger wires and allows for the rigid attachment of the primary spoke members in a precise radial pattern.
These and other aspects of this invention are illustrated in the accompanying drawings, and are more fully described in the following specification
BRIEF DESCRIPTION OF THE DRAWINGS
FIG. 1
is a bottom perspective view of a scalable suspension system for domed shaped ceilings of the present invention with a section of wallboard removed;
FIG. 2
is a top perspective view of the scalable suspension system view from above, illustrating the framework of suspension members and hanger wires;
FIG. 3
is a perspective view of the hub illustrating the connection of the hub to the primary spoke members;
FIG. 4
is a perspective view of the scalable suspension system illustrating the interconnection of the intercostal members to the primary spoke members;
FIG. 5
is perspective view of the scalable suspension system illustrating the interconnection of the secondary spoke members to the intercoastal members;
FIG. 6
is a perspective view of the scalable suspension system illustrating the connection of wallboard to a suspension member;
FIG. 7
is a perspective view of the scalable suspension system illustrating the connection of metal lath and plaster to a suspension member.
DETAILED DESCRIPTION OF THE INVENTION
While the present invention will be described fully hereinafter with reference to the accompanying drawings, in which a particular embodiment is shown, it is understood at the outset that persons skilled in the art may modify the invention herein described while still achieving the desired result of this invention. Accordingly, the description that follows is to be understood as a broad informative disclosure directed to persons skilled in the appropriate arts and not as limitations of the present invention as claimed.
The present invention is directed to a scalable suspension system used to create dome shaped ceilings. While dome shaped ceilings are discussed, other shapes can be produced such as cones and other conic shapes, such as a parabola. The suspension system
10
is adapted to be suspended from a building structure by using hanger wires or rods
14
as shown in
FIGS. 1 and 2
. The suspension system
10
includes a central hub
16
, and curved structural members
15
that are used to create primary spoke members
18
, secondary spoke members
20
, intercostal members
22
and cross tees
24
.
The central hub
16
is a metallic plate member that is designed to be connected to the primary spoke members
18
as shown in FIG.
3
. The central hub
16
includes a plurality of radially indexed integral tabs
26
positioned at predetermined angles that facilitate the attachment of the hanger wires
14
to allow the hub
16
to be supported from the building structure. The tabs
26
also act as primary member
18
attachment points and provides for a rigid connection. The hub essentially forces the primary spoke members
18
to be oriented coplaner with the hub. The tabs include a front edge
28
, a rear edge
30
, a first side edge
32
and a second side edge
34
. The tabs
26
are formed by cutting the hub plate
16
along the first side edge
32
and rear edge
30
of the tab
26
. The tabs
26
are then bent upward from the hub
16
along the second side edge
34
so that the tab
26
is generally perpendicular to the hub
16
. The tabs
26
create a moment connection with the primary spoke members
18
to allow the primary spoke members
18
to be suspended in a precise radial pattern. The tabs
26
include notches
37
located along the front edge
28
and a substantially vertical slot
38
both of which are adapted to accept a splice plate
36
. The connection formed between the tabs
26
and the primary spoke members
18
is rigid, preventing the spokes from twisting out of position. This arrangement creates a continuous arc through the radius of curvature of two opposing primary spoke members
18
, creating a uniform arc structure. The tabs
26
further include an aperture
40
that is adapted to accept the hanger wire
14
to allow the hub to be suspended from the building structure. The hub
16
in the preferred embodiment includes eight tabs
26
each equally spaced around the hub
16
.
Located at the center of the hub
16
is an electrical knockout
42
that is adapted to allow for easy on-site removal to allow for the passage of sprinkler heads or electrical wiring for light fixtures and other electrical devices. The hub also includes a plurality of apertures
44
surrounding the knockout
42
. The apertures
44
allow for the passage of fasteners, which permits the attachment of an electrical box (not shown).
The structural members
15
, make up the primary spoke members
18
, secondary spoke members
20
, and are shortened to create the intercostal members
22
and cross tees
24
, as shown in FIG.
2
. The structural members
15
are roll formed tees that are factory curved to a specified radius. The ends of the primary spoke members
18
are punched to form notches
46
, which are sized to accept the splice plate
36
, as shown in
FIG. 3. A
repeating pattern of two apertures
48
and a vertical slot
50
is punched at exact increments along the length of each of the structural members
15
, as shown in
FIGS. 4 and 6
. The vertical slots
50
aid in the construction process because they mark locations where most of the intercostal
22
and cross tee
24
member intersections will occur. Further, the vertical slots
50
provide a visual gauge of distance along the structural members
15
thereby reducing the number of exact measurements that need to be made during construction. The apertures
48
, allow for the attachment of the hanger wires
14
. It has been found that one hanger wire
14
positioned every twelve square feet provides proper support for the ceiling system
10
that uses a double layer of gypsum board or a lath and plaster arrangement. Additional apertures
48
are provided so that the installer has the ability to work around potential obstructions on the host ceiling of the building structure.
The primary spoke members
18
are structural members
15
curved to an exact radius, so that field forming is not required. The primary members
18
include a bulb portion
19
, a base portion
21
and a bridge portion
23
as shown in
FIGS. 3 and 4
. The primary spoke members
18
are attached to the hub
16
at a first end
52
and terminate at the perimeter of the scalable ceiling system
10
at a second end
54
. Depending on the conic shape of the ceiling system
10
, the primary spoke members
18
will be curved to fit the system. Also, depending upon the size of the dome, the primary spoke members
18
may be a single structural member
15
or an assembly of several structural members
15
. End to end connections of the primary spoke members
18
are made by using the splice plates
36
. The primary spoke members
18
are connected to the hub
16
by aligning the notch
46
located on the first end
52
of the primary spoke member
18
with the notch
37
located on the front edge
28
of the tabs
26
and connecting the splice plate
36
to form a rigid connection between the hub
16
and the primary spoke member
18
.
The intercostal members
22
are cut from the curved structural members
15
. The maximum span between the primary spoke members
18
is typically forty-eight inches. The intercostal members
22
are inserted between two primary spoke members
18
where they diverge by a distance of forty eight inches or less to maintain structural integrity of the system as shown in FIG.
4
. The intercostal members
22
are prepared by cutting the structural members
15
and positioning them at a slot
50
located along the length of the primary spoke members
18
. The ends of the intercostal members
22
may need to be trimmed in order to be properly positioned between the primary spoke members
18
as shown by the hidden lines in
FIGS. 6 and 7
. Once the intercostal members
22
are properly positioned, holes
56
are drilled through the intercostal member
22
and base portion
21
of the primary spoke member
18
and an ordinary mechanical fastener
57
is inserted, creating a rigid connection. Also, self tapping screws can be used to create the connection between the intercostal member
22
and the primary spoke member
18
.
The secondary spoke members
20
, best shown in
FIG. 1
, are fabricated from a section of the structural members
15
. The secondary spoke members
20
are similar to the primary spoke members
18
except that they are not attached to the hub
16
. Instead, the secondary spoke members
20
are attached at a first end
58
to the midpoint of the intercostal members
22
using the ordinary mechanical fasteners
57
and have a second end
60
that terminates at the perimeter of the scalable ceiling system
10
as shown in
FIGS. 2 and 5
. Depending upon the size of the dome, the secondary spoke members may be a single structural member
15
or an assembly of several structural members
15
. On smaller domes, secondary spoke members
20
and intercostal members
22
are not used. End to end connections of the secondary spoke members
20
are made by using the splice plates
36
. Generally, the amount of members in a set of secondary spoke members
20
and a set of intercostal members
22
is equal to the number or primary spoke members
18
when forming the ceiling system
10
. Depending upon the size of the dome, several sets of secondary spoke members
20
and intercostal members
22
may be necessary in order to obtain a rigid dome structure.
The cross tees
24
are cut from the curved structural members
15
and are relatively short sections spanning twenty four to forty-eight inches with a maximum span of forty-eight inches to maintain the structural integrity of the system
10
. Both ends of each cross tee
24
are attached to adjacent spoke members
18
and
20
using ordinary mechanical fasteners, as shown in FIG.
2
.
To install the scalable ceiling system
10
the location and elevation for the center or apex of the dome is located for the hanging of the hub
16
. Once the center is located, the hub
16
is suspended by creating a yoke
62
out of the hanger wire
14
and suspending the yoke
62
between two opposite apertures
40
located on the tabs
26
. Hanger wire
14
is then used to suspend the yoke
62
from the building structure. Once the hub
16
is suspended, the first ends
52
of the primary spoke members
18
are aligned with the front edges
28
of the tabs
26
as shown in FIG.
3
. Once the primary spoke members
18
are aligned with the tabs
26
of the hub
16
, splice plates
36
are used to interconnect the primary spoke members
18
and the tabs
26
. The splice plates
36
include a main body portion
64
that includes two outwardly extending clasps
66
and central retainer tabs
68
. The central retainer tabs
68
are adapted to interconnect the notch
37
on the tab
26
to the notch
46
on the primary spoke members
18
. The clasps
66
of the splice plate
36
are inserted into the slot
38
in the tabs
26
and the slots
51
of the primary grid members
18
and folded inwardly to lock the primary grid members
18
to the tabs
26
of the hub
16
. The primary spoke members
18
are suspended from the building structure by using the hanger wires
14
. The spacing between hanger wires
14
is varied depending upon where they are connected to the dome. The hanger wires
14
located near the perimeter of the dome are spaced closer together than the hanger wires
14
located near the center of the dome due to the added span between the structural members
15
resulting in an increase in dome surface area and load. Once the primary spoke members
18
are connected to the hub
16
and suspended to the building structure, the intercostal members
22
are positioned between the primary spoke members
18
and fastened together. With the intercostal members
22
in position, the secondary spoke members
20
are positioned between the primary spoke members
18
and connected to the intercostal members
22
. Additional intercostal members
22
and secondary spoke members
20
may be required depending upon the diameter of the dome. Once the secondary spoke members
20
are properly fastened into position, cross tees
24
are spanned between and fastened to the primary and secondary spoke members
18
and
20
. The primary purpose of the cross tees
24
is to provide a surface for the attachment of gypsum panels
70
, or lath
72
and plaster
74
, as shown in
FIGS. 6 and 7
respectively.
The ceiling system
10
can be finished by using a lath
72
and a plaster
74
arrangement wherein the lath
72
is fastened to the structural members
15
with ordinary mechanical fasteners
57
as shown in FIG.
7
. Once the lath
72
is secured to the structural members
15
a mixture of plaster and sand is applied to the lath
72
at a thickness of approximately ⅝″. Once the basecoat plaster and sand mixture has cured, a final coat of finish plaster is applied, and once dry, sanded for smoothness. The ceiling system
10
can also be finished by applying gypsum panels
70
in single or multiple layers to the primary spoke members
18
, secondary spoke members
20
, intercostal members
22
and cross tees
24
by using standard mechanical fasteners
57
, as shown in FIG.
6
. The gypsum board
70
is typically a four foot by eight foot sheet with an overall thickness from one quarter of an inch to about three eighths of an inch. Once the gypsum board
70
is installed to the structural members
15
, the seams between panels are taped and sanded smooth. Once the finish is applied, the ceiling system
10
can be painted as desired.
Various features of the invention have been particularly shown and described in connection with the illustrated embodiment of the invention, however, it must be understood that these particular arrangements merely illustrate, and that the invention is to be given its fullest interpretation within the terms of the appended claims.
Claims
- 1. A domed ceiling suspension system for creating dome shaped ceilings comprising:a central hub adapted to be suspended from a building structure, said hub including a plurality of radially indexed tabs extending outwardly from said hub; a plurality of primary spoke members curved along their length and being connected to said tabs of said hub at a first end and terminating at the perimeter of said suspension system at a second end, said plurality of primary spoke members adapted to be suspended from the building structure; a plurality of intercostal members spanning between said plurality of primary spoke members and connected thereto; a plurality of secondary spoke members curved along their length and being connected to said intercostal members at a first end and terminating at the perimeter of said suspension system at a second end, said plurality of secondary spoke members adapted to be suspended from the building structure; and at least one cross tee extending from one of said plurality of primary spoke members to a second of said plurality of primary spoke members and at least one cross tee extending from one of said plurality of primary spoke members to one of said plurality of secondary spoke members.
- 2. The domed ceiling suspension system of claim 1, wherein said ceiling suspension system further includes a plurality of splice plates adapted to connect said hub with said primary spoke members.
- 3. The domed ceiling suspension system of claim 2, wherein said splice plates allow for the interconnection of multiple primary spoke members.
- 4. The domed ceiling suspension system of claim 1, wherein said plurality of intercostal members are curved along their length and are connected to said plurality of primary spoke members by use of fasteners.
- 5. The domed ceiling suspension system of claim 1, wherein said first ends of said plurality of secondary spoke members are connected to the midpoint of said plurality of intercostal members by use of fasteners.
- 6. The domed ceiling suspension system of claim 1, wherein said plurality of cross tees are curved along their length and are connected between said plurality of primary spoke members and between said plurality of secondary spoke members and said primary spoke members by use of fasteners.
- 7. The domed ceiling suspension system of claim 1, further including a plaster layer connected to said plurality of primary spoke members, secondary spoke members, intercostal members, cross tees and hub to form a uniform domed surface.
- 8. The domed ceiling suspension system of claim 2, wherein said tabs of said hub include a slot adapted to accept said splice plates.
- 9. The domed ceiling suspension system of claim 1, wherein said hub includes a knockout adapted to allow for the passage of utility components.
- 10. The domed ceiling suspension system of claim 1, wherein said tabs of said hub include an aperture adapted to accept hanger wire.
- 11. The dome ceiling suspension system of claim 7, wherein said plurality of primary spoke members, secondary spoke members, intercostal members, cross tees and hub include a surface to allow for the attachment of said plaster layer.
- 12. A domed suspended ceiling structure comprising:a central hub adapted to be suspended from a building structure and including a plurality of radially indexed tabs; a plurality of primary spoke members at least a portion of which are curved, said plurality of primary spoke members are connected to said tabs of said hub; a plurality of intercostal members at least a portion of which are curved, said plurality of intercostal members oriented to span between said plurality of primary spoke members and adapted to be fastened thereto; a plurality of secondary spoke members, at least a portion of which are curved, said plurality of secondary spoke members are positioned between said plurality of primary spoke members and connected to said plurality of intercostal members; and a finishing layer attached to said plurality of primary spoke members, secondary spoke members and intercostal members to create a continuous domed surface.
- 13. The domed suspended ceiling structure of claim 12, further including a plurality of splice plates adapted to connect said hub with said primary spoke members.
- 14. The domed suspended ceiling structure of claim 13, wherein said splice plates allow for the interconnection of multiple primary spoke members.
- 15. The domed suspended ceiling structure of claim 12, wherein said plurality of secondary spoke members are connected to the midpoint of said plurality of intercostal members by use of fasteners.
- 16. The domed suspended ceiling structure of claim 13, wherein said tabs of said hub include a slot adapted to accept said splice plates.
- 17. The domed suspended ceiling structure of claim 12, wherein said hub includes a knockout adapted to allow for the passage of utility components.
- 18. The domed suspended ceiling structure of claim 12, wherein said tabs of said hub include an aperture adapted to accept hanger wire.
- 19. The domed suspended ceiling structure of claim 12, further including a plurality of cross tees, curved along their length and are connected between said primary spoke members and between said secondary spoke members and said primary spoke members.
- 20. A domed suspended ceiling system for creating a domed shaped ceiling comprising:a central hub adapted to be suspended from a building structure with hangers, said hub including a plurality of spoke attachment points to provide moment connections positioned radially around said hub at predetermined angles; a plurality of primary spoke members at least a portion of which are curved, said plurality of primary spoke members are connected to said spoke attachment points of said hub; a plurality of intercostal members oriented to span between said plurality of primary spoke members and adapted to be fastened thereto; a plurality of secondary spoke members, at least a portion of which are curved, said plurality of secondary spoke members are positioned between said plurality of primary spoke members and connected to said plurality of intercostal members; a finishing layer applied to said plurality of primary spoke members, secondary spoke members and intercostal members to create a continuous domed surface.
- 21. The domed suspended ceiling system of claim 20, further including a plurality of splice plates adapted to connect said hub with said primary spoke members.
- 22. The domed suspended ceiling system of claim 21, wherein said splice plates allow for the interconnection of multiple primary spoke members.
- 23. The domed suspended ceiling system of claim 20, wherein said plurality of secondary spoke members are connected to the midpoint of said plurality of intercostal members by use of fasteners.
- 24. The domed suspended ceiling system of claim 21, wherein said spoke attachment points of said hub include a slot adapted to accept said splice plates.
- 25. The domed suspended ceiling system of claim 20, wherein said hub includes a knockout adapted to allow for the passage of utility components.
- 26. The domed suspended ceiling system of claim 20, wherein said spoke attachment points of said hub include apertures adapted to accept hanger wire.
- 27. The domed suspended ceiling system of claim 20 further including a plurality of cross tees curved along their length and are connected between said primary spoke members and between said secondary spoke members and said primary spoke members.
- 28. A domed suspended ceiling system for creating a domed shaped ceiling comprising:an apex plate suspended from a building structure with hangers, said apex plate including a plurality of spoke attachment points positioned radially around said apex plate; a plurality of spoke members at least a portion of which are curved said plurality of spoke members are suspended from the building structure with hangers and are connected to said spoke attachment points of said apex plate; a plurality of cross tees having a first end and a second end, said plurality of cross tees positioned between said plurality of spoke members; a finishing material applied to said plurality of spoke members and said plurality of cross tees to create a continuous domed surface.
- 29. The domed suspended ceiling system of claim 25, further including a plurality of splice plates adapted to connect said hub to said plurality of spoke members.
- 30. The domed suspended ceiling system of claim 27, wherein said hub includes a slot adapted to accept said splice plates.
- 31. The domed suspended ceiling system of claim 27, wherein said hub includes a knockout adapted to allow for the passage of utility components.
- 32. The domed suspended ceiling system of claim 27, wherein said spoke attachment points of said hub include apertures adapted to accept hanger wire.
US Referenced Citations (18)
Foreign Referenced Citations (1)
Number |
Date |
Country |
11-62003 |
Mar 1999 |
JP |