Information
-
Patent Grant
-
6389770
-
Patent Number
6,389,770
-
Date Filed
Thursday, April 20, 200024 years ago
-
Date Issued
Tuesday, May 21, 200222 years ago
-
Inventors
-
Original Assignees
-
Examiners
- Stephan; Beth A.
- Nguyen; Chi Q.
Agents
- Watts, Hoffmann, Fisher & Heinke Co.
-
CPC
-
US Classifications
Field of Search
US
- 052 200
- 052 13
- 052 14
- 052 235
- 052 397
- 052 772
- 052 468
- 052 464
- 052 20453
- 052 20454
- 052 204591
- 052 2046
- 052 20462
- 052 DIG 17
- 052 20471
- 052 461
-
International Classifications
-
Abstract
A containment structure for providing fluid tight seals between translucent panels and a frame and between the frame and an adjoining structural member. The containment structure includes an L-shaped gasket for providing a seal on a first side of the translucent panel, an upper gasket for providing a seal on a second side of the translucent panel, one or more connector plates for connecting the frame to an adjoining structural member, a structural carrier gasket for providing a seal between the frame and an adjoining structural member and a connector plate gasket for providing seals between the one or more connector plates and the adjoining structural member.
Description
TECHNICAL FIELD
The present invention relates to a containment framing and gasketing system for mounting translucent panels and, more particularly, the present invention relates to a containment framing and gasketing system that provides a fluid tight seal between the containment framing and gasketing system and one or more translucent panels.
BACKGROUND ART
Prior art greenhouse glazing systems utilize a lapped shingle approach to mount glass panels to a greenhouse frame. The lapped shingle approach employs a frame having vertically extending members for mounting the glass panels. An elastic putty material, or rope putty, is applied to the vertically extending members. A lower glass panel is mounted between two vertically extending members by the rope putty, such that the lower glass panel is held in place on two sides by two vertically extending members. A second glass panel is similarly mounted to the two vertically extending members, such that the bottom of the second glass panel overlaps the top of the lower glass panel. A cap is applied to the glass panels to hold them in place. Panels are added in this manner until the sides and roof of the greenhouse frame are covered with glass panels.
When the lapped shingle approach is used, only two sides of the glass panels are sealed by rope putty. The lapped shingle approach does not provide any sealing between the upper and lower edges of adjoining panels. Contaminants easily enter and exit through gaps between adjacent panels. The gaps between panels widen when slightly warped panels are used or as the panels bow over time.
The rope putty used to mount the glass panels to the frame frequently must periodically be replaced as it dries out. The rope putty also must be replaced when the glazing glass needs to be replaced because of breakage.
Typically greenhouses weep condensation to the outside of the greenhouse structure through weep holes. Insects and other plant materials that are inside the greenhouse may escape or be released to the outside environment. In addition, plant and insect materials on the outside of a typical greenhouse structure can enter the inside of the geenhouse structure through the weep holes.
Typical greenhouses utilize flashing and caulking material to connect adjoining structural members. The caulking is porous and does not form an air tight seal.
Additionally, ultra-violet light causes the caulking to break down over time. This allows air filtration between the individual components of a greenhouse.
Framing systems have been used in conjunction with rubber gaskets to mount translucent panels. For example, U.S. Pat. No. 4,756,127 shows a universal framing system adapted for use with glazing having substantially any thickness within a wide range of thicknesses. The framing system includes a holder on a flange that holds a flexible sealing gasket in sealing engagement with the front face of a translucent sheet.
U.S. Pat. No. 4,123,883 is directed to a solar energy collector. The housing for the solar energy collector is formed of one piece wall sections having integral flashing regulets. The regulets are formed to provide lifting surfaces for the housings, help define a securing channel on the housing and aid in positioning a transparent cover retaining cap on the walls. The retaining cap holds down a transparent cover member having a sealing member about its edge to form a weather tight seal.
DISCLOSURE OF INVENTION
The present invention -concerns a containment framing gasketing system for providing fluid tight seals between translucent panels and a frame and between structural members of the frame and adjoining structural members. The containment framing gasketing system includes L-shaped gaskets that work in conjunction with upper gaskets to provide fluid tight seals between the translucent panels and the frame. The containment structure also includes connector plates that works in conjunction with structural carrier and connector plate gaskets to form a fluid tight seals between the structural members of the frame and an adjoining structural member.
The containment frame includes structural carrier members that support the weight of the translucent panels and pressure bars which hold the panels in place. Each L-shaped gasket includes one or more projections extending from a surface that engages a structural carrier member. The one or more projections extending from the L-shaped gaskets are inserted into corresponding one or more channels in structural carrier members to connect the L-shaped gaskets to the structural carrier members. Each L-shaped gasket includes a glass sealing surface and a gasket sealing surface. After the L-shaped gaskets have been connected to the structural carrier members of the containment frame, the translucent panels are placed on the L-shaped gaskets. The glass sealing surface of each L-shaped gasket engages a first side of a translucent panel. The glass sealing surfaces of each L-shaped gasket may include a plurality of deformable teeth for sealing the first side of the translucent panel at a plurality of locations.
After the translucent panels have been placed on the L-shaped gaskets, the upper gaskets are applied to the pressure bars. The upper gaskets include one or more projections for insertion into corresponding one or more channels in the pressure bars. Once the upper gaskets have been assembled to the pressure bars, the pressure bar assemblies are mounted to the containment frame, such that a glass sealing surfaces of the upper gaskets engages a second side of the translucent panels to provide seals between the upper gaskets and the second sides of the translucent panels. The sealing surface of each upper gasket also contacts a gasket sealing surface of a corresponding L-shaped gasket to form a seal between each pair of L-shaped and upper gaskets. The glass engaging surface of each upper gasket may include a plurality of deformable teeth for contacting a plurality of locations on the second side of a translucent panel.
The surfaces of the L-shaped gaskets that engages the glass contacting surfaces of the upper gasket may include a pluralities of deformable teeth that engage the deformable teeth of the upper gaskets to form a seal. The corners of the L-shaped gaskets and upper gaskets are bonded together to form seals around the corners of the translucent panels.
To form a fluid tight seal between structural carrier members of the framing system and an adjoining structural member, connector plates are connected to the base of the structural carrier members. The connector plates may include ridges that are inserted into channels in the structural carrier members. The structural carrier gaskets each have a first side that is inserted into the channel in a structural member. A second side of each structural carrier gasket extends from the channel to contact an adjoining structural member to form a fluid tight seal between the structural carrier member and the adjoining structural member when the connector plate is fastened to the adjoining structural member. The connector plates each include a channel defined in base, into which a first side of a connector plate gasket is inserted. A second side of each connector plate gasket extends from the channel in the connector plate to contact the adjoining structural member, to form a fluid tight seals between the connector plates and the adjoining structural member when the connector plates are fastened to the adjoining structural member. The structural carrier gaskets and the connector gaskets may include pluralities of deformable teeth for contacting and forming seals at a plurality of locations on the adjoining structural member.
A containment frame gasketing system constructed in accordance with the present invention facilitates seating and sealing of glass or plastic panels to the framing structure in such a manner to prevent leakage of air and water and to contain undesirable elements from escaping into the atmosphere. The gasketing system is more durable than typical systems which use rope putty. The gaskets do not need to be replaced in the event that the glazing needs to be repaired or replaced. The system of the present invention also captures the glass on all four sides to prevent air filtration into and out of the structure. In addition, the system of the present invention captures the bottom of the glass with the L-shaped gasket, which extends up the edge of the glass to interlock with the top gasket which seals the top of the glass. This produces a much better seal, since the two gaskets are sealed, the top and the bottom of the translucent panel are sealed and the edge of the translucent panels are not exposed. The edges of the glass are completely enclosed, preventing internal elements from escaping the containment system and external elements from entering the system.
Additional features of the invention will become apparent and a fuller understanding obtained by reading the following detailed description in connection with the accompanying drawings.
BRIEF DESCRIPTION OF DRAWINGS
FIG. 1
is a perspective view of a containment framing system constructed in accordance with the present invention,
FIG. 2
is a front elevational view of the containment framing system constructed in accordance with the present invention;
FIG. 3
is an exploded perspective view of a rafter assembly;
FIG. 4
is an exploded perspective view of a ridge purlin assembled to a rafter assembly;
FIG. 5
is an exploded perspective view of an intermediate purlin assembled to a rafter assembly;
FIG. 6
is an exploded perspective view of a knee purlin assembled to a rafter assembly;
FIG. 7
is an exploded perspective view of a sill purlin assembled to a rafter assembly;
FIG. 8
is a perspective view of a ball lock pin, a ball lock and a hex head set screw;
FIG. 9A
is an exploded front elevational view of the assembly of a cap, a rafter pressure plate, an upper gasket, a translucent panel, a lower L-gasket, a rafter, a bottom rafter gasket, a rafter connector plate, and a connector plate gasket;
FIG. 9B
is an exploded front elevational view of the assembly of a cap, an intermediate purlin pressure plate, an upper gasket, a translucent panel, a lower L-gasket, and an intermediate purlin;
FIG. 9C
is an exploded front elevational view of the assembly of a cap, a ridge purlin pressure plate, an upper gasket, a translucent panel, a lower L-gasket, and a ridge purlin;
FIG. 9D
is an exploded front elevational view of the assembly of a cap, a knee purlin pressure plate, and upper gasket, a translucent panel, a lower L-gasket, and a knee purlin;
FIG. 9E
is an enlarged cross-sectional view of a lower L-gasket;
FIG. 9F
is an enlarged cross-sectional view of an upper gasket;
FIG. 10
is an exploded perspective view of a framing system, lower L-gasketing and translucent panels;
FIG. 11
is an exploded perspective view of the containment framing and gasketing system of the present invention;
FIG. 12
is an exploded perspective view of the assembly of a rafter, a rafter connector plate, a bottom rafter gasket, and a connector plate gasket;
FIG. 13
is a cross-sectional view of the assembly of a rafter, a rafter connector plate, a bottom rafter gasket, and a connector plate gasket;
FIG. 14A
is a side view of a bottom connector block;
FIG. 14B
is a bottom view of a bottom connector block;
FIG. 14C
is a side view of a bottom connector block;
FIG. 15
is a perspective view of an assembly of a bottom connector block to the bottom of a rafter;
FIG. 16A
is a top view of a top connector block;
FIG. 16B
is a side view of a top connector block; and
FIG. 17
is a partial front elevational view of two rafters of a gable end assembled together with a top connector block.
BEST MODE FOR CARRYING OUT THE INVENTION
The present invention is directed to a containment structure
10
for providing fluid tight seals between translucent panels
12
and a frame
14
that together make up the structure. The structure shown in
FIG. 1
is a greenhouse. The frame
14
includes structural carrier members
16
and pressure bars
18
. The containment structure
10
also provides fluid tight seals between the structural carrier members
16
and adjoining structural members
20
.
As seen most clearly in
FIGS. 9A-9D
, L-shaped gaskets
22
that work in conjunction with upper gaskets
24
to provide the fluid tight seals between the translucent panels
12
and the frame
14
. Each L-shaped gasket
22
includes a structural carrier member engaging surface
26
for connecting the L-shaped gasket
22
to a corresponding structural carrier member
16
. Each L-shaped gasket includes a glass sealing surface
28
that provides a seal between the L-shaped gasket
22
and one side of a translucent panel
12
. The upper gaskets
24
each include a pressure plate engaging surface
30
for connecting the upper gaskets
24
to the pressure plates
18
. The upper gaskets
24
each include a glass sealing surface
32
that provides a seal between the upper gasket
24
and second side
13
b
of the translucent panels
12
. The glass sealing surface
32
of each upper gasket
24
also makes contact and seals the upper gasket
24
to a top surface
34
of a corresponding L-shaped gasket
22
.
Connector plates
36
(
FIGS. 2
,
12
,
13
) are used in conjunction with structural carrier gaskets
38
and connector plate gaskets
40
to seal the structural carrier members
16
to the adjoining structural members
20
. Each connector plate
36
is connected to a base
42
of a structural carrier member
16
. The structural carrier gaskets
38
each have a first side
44
that fits in a channel
46
in the base
42
of one of the structural carrier members
16
. Each structural carrier gasket
38
has a second side
48
for contacting an adjoining structural member
20
. Each connector plate gasket
40
has a first side
50
and a second side
52
. The first side
50
of each connector plate gasket is adapted to fit in a channel
54
of a corresponding connector plate
36
. The second side
52
of each connector plate gasket
40
is adapted to contact an adjoining structural member
20
. Fluid tight seals are formed between the second sides
48
of the structural carrier gaskets and adjoining structural members
20
, and between second sides
52
of the connector plates gasket
40
and adjoining structural members
20
, when the connector plates
36
are fastened to one or more adjoining structural members
20
.
Referring to
FIGS. 9A
,
9
B,
9
C and
9
D, the structural carrier members
16
comprise rafters
56
and purlins
58
. Rafters
56
extend vertically on the sides
15
of the frame and at an incline on the top
17
of the frame. The purlins
58
are the horizontally extending members of the containment frame
14
. In the exemplary embodiment, four types of purlins and one type of rafter is used to construct the frame
14
. The four types of purlins are intermediate purlins
60
, ridge purlins
62
, knee purlins
64
and sill purlins
66
, and only one type of rafter.
Referring to
FIG. 9A
, each rafter
56
includes a rectangular tubular portion
68
. The rectangular tubular portion
68
includes a base
42
that has a channel
46
in it for mounting structural carrier gaskets
38
and rafter connector plates
36
. On the sides
70
a
,
70
b
of each tubular member
68
are drip gutters
72
a
,
72
b
that extend outward and upward from the sides
70
a
,
70
b
. The drip gutters
72
channel moisture that condenses in the containment apparatus
10
on the first sides
13
a
of the translucent panels
12
away from the translucent panels
12
. A top section of a rafter
56
is known as the glazing profile
74
. The glazing profile
74
is divided into two L-shaped gasket accommodating portions
78
a
,
78
b
, by a screw boss
80
that extends upward from the glazing profile. The top
82
of each L-shaped gasketing accommodating portion
78
a
,
78
b
includes two channels for capturing projections
86
a
,
86
b
on an L-shaped gasket
22
to connect the L-shaped gasket
22
to the glazing profile
74
. The channels
78
a
,
78
b
in each structural carrier member include a passage
87
that extends into a semi-circular opening
89
. The special shape of the channels
78
a
,
78
b
facilitate locking engagement of each L-shaped gasket to each structural carrier member
16
. The screw boss
80
includes two sides
88
a
,
88
b
and an inner screw engaging cavity
90
which may include serrations. In the exemplary embodiment, the rafters, as well as each of the other structural carrier members, are extruded aluminum.
Referring to
FIG. 3
, the rafters
56
which form sides of the containment framing system
10
are mitered at top ends
94
to mate with first mitered ends
96
of the rafters
56
that extend from a knee
98
of the containment framing system
10
to a ridge
100
or peak of the containment framing system
10
. The rafters
56
are assembled together at the knee
98
using knee connector plates
102
. The knee connector plates
102
are flat metal plates in the shape of a “V.” The angle defined by the knee connector plates corresponds to the desired angle of the knee
98
of the frame
14
. The knee connector plates
102
are inserted into the rectangular tubular portion
68
of the rafters
56
. Preferably, two knee connector plates are used at each joint. The knee connector plates
102
are then mechanically fastened to the sides
70
a
,
70
b
of the rectangular tubular portions
68
of the rafters
56
.
The top ends
94
of the rafters
56
that extend vertically and the first mitered end
96
of rafters
56
that extend from the knee
98
to the ridge
100
are brought into tight engagement, when the rafters
56
are connected by the knee connector plates
102
. By utilizing the rectangular tubular portion
68
of the rafters
56
to connect the raters
56
, air is prevented from escaping the containment framing system
10
since the glazing profile
74
of the rafters
56
does not include connecting holes.
It should be apparent that the rafters
56
without rectangular tubular portions
68
could be fastened together using conventional mechanical means to fasten the glazing profiles
74
of the rafters and other structural carrier members
16
together. However, the rectangular tubular portions
68
of the rafters
56
make assembly easier. If rafters
56
and other structural carrier members
16
that do not include rectangular tubular portions
68
are used, the connectors used to connect the members together should not pass through the glazing profile, because a passage for air to leak into or out of the structure could be created.
Second ends
104
of the rafters
56
that extend from the knees
98
to the ridges are mitered to mate with other rafters
56
to form a ridge. The second ends
104
of the rafters
56
are connected together using ridge connector plates
106
. The ridge connector plates
106
are flat metal plates in the shape of a “V.” The angle defined by the ridge connector plates
106
corresponds to the desired angle of the ridge
100
of the frame
14
. The ridge connector plates
106
are inserted into the rectangular tubular portion
68
of the rafters
56
and mechanically connected, similar to the connection of the rafters
56
at the knee
98
. The connection of the rafters
56
by the ridge connector plates
106
brings second mitered ends
104
of pairs of rafters into tight engagement.
Referring to
FIG. 9C
, the ridge purlins
62
are similar in shape to the rafters
56
, The ridge purlins
62
each include a rectangular tubular portion
108
having a bottom
110
and two sides
112
a
,
112
b
. The glazing profile
114
of each ridge purlin
62
defines a slope
116
that corresponds to the angle defined by the connection of the rafters
56
at the ridge
100
. The drip gutters
118
a
,
118
b
of the ridge purlins
62
extend away from the sides
112
a
,
112
b
of the ridge purlins
62
at the angle of the ridge
100
. A screw boss
120
of each ridge purlin
62
includes sides
122
a
,
122
b
that extend generally upward at an angle, with respect to the horizontal, equal to the complement of the angle formed by the ridge
100
. The screw boss
120
includes a cavity
126
which may or may not be serrated for connecting screws. The sides
122
a
,
122
b
of the screw bosses
120
of the ridge purlins
62
and the top surfaces of the glazing profiles
114
form L-shaped gasket accommodating surfaces
128
a
,
128
b
. Although, at an angle, the L-shaped gasket accommodating surfaces
128
a
,
128
b
of the ridge purlins
62
are the same as the L-shaped gasket accommodating portions
78
a
,
78
b
of the rafters
56
. This allows the same L-shaped gaskets
22
to be used on the ridge purlins
62
as are used on the rafters
56
. In the exemplary embodiment, the ridge purlins are extruded aluminum.
Referring to
FIGS. 4 and 8
, the ridge purlins
62
are assembled to the rafters
56
at the ridge
100
with a ridge connector blocks
136
, two ball lock pins
130
, two ball locks
132
, and two hex head set screws
134
. Threaded ends
138
of two ball lock pins
130
are threaded into two corresponding threaded holes
140
in the rafters
56
that form a ridge
100
. Extending from the threaded ends
138
of the ball lock pins
130
are short cylindrical portions
142
, having diameters that are larger than the diameters of the threaded ends
138
. Shoulders
144
are formed on the ball lock pins
130
at a transition between the threaded ends
138
and the short cylindrical portions
142
. The shoulders
144
on the ball lock pins
130
abut a side
88
a
or
88
b
of the rafter
56
when the ball lock pins
130
is tightly screwed into the threaded holes
140
in the rafter
56
. Extending from the large cylindrical portion
142
of each ball lock pin
130
is a tapered cylindrical portion
146
which transitions into a ball portion
148
at the end of each ball lock pin
130
. The end
150
of each ball portion
148
is keyed to accept a hex driver for driving the ball lock pin
130
into a threaded hole
140
in the rafter
56
.
Referring to
FIG. 4
, after the two ball lock pins
130
are fastened to the rafters
56
, a ridge connector block
136
, containing two ball locks
132
is placed over two ball lock pins
130
. The ridge connector block
136
is a solid block having an outer surface contour
152
that conforms with an inner surface
154
of the rectangular tubular portion
108
of a ridge purlin
62
. The contour
152
of the ridge connector block
136
is slightly smaller than the inner surface
154
of the rectangular tubular portion
108
of the ridge purlin
62
, so that it may easily be inserted into the rectangular tubular portion
108
of the ridge purlin
62
. Each ridge connector block
136
includes two threaded holes
156
into which the ball locks
132
are inserted. The ridge connector block
136
also includes two smaller unthreaded holes
160
in the front of the ridge connector block. The two smaller holes
160
are aligned with the central axes of the threaded holes
156
in the sides
164
a
,
164
b
of the ridge connector block and intersect the threaded holes
156
near the bottom
162
of the threaded holes
156
. The unthreaded holes
158
define a passage through the front
160
of the ridge connector block into the perpendicular threaded holes
156
for the ball lock pins
130
to be inserted. When the ridge connector block
136
is placed over the two ball lock pins
130
the ball portions
148
extend into the perpendicular threaded holes
156
of the ridge connector block
136
.
Each of the two ball locks
132
is a short cylindrical member that fits in the threaded holes
156
in the ridge connector block
136
. The first end
166
of each ball lock
132
is keyed to accept a small hexagonal wrench. A round blind hole
168
is machined in a cylindrical side
170
of the ball lock
132
. The round blind hole
168
is centered on the ball lock
132
and extends approximately ¾ of the way through the ball lock
132
. The round blind hole
168
is slightly larger than the ball portion
148
of the ball lock pin
130
. The cylindrical side
170
of the ball lock
132
also includes a reduced diameter slot
172
that extends from the round blind hole
168
around a portion of the cylindrical side
170
of the ball lock
132
. The round blind hole
168
of the ball locks
132
are large enough to fit over the ball portion
148
of the ball lock pins
130
. The reduced diameter slot
172
is smaller than the diameter of the ball portion
148
, but is larger than the tapered cylindrical portion
146
of the ball lock pins
130
.
Two ball locks
132
are used to mount each ridge connector block
136
. The ball locks
132
are inserted into the two threaded holes
156
of the ridge connector block
136
, and are oriented such that the round blind holes
168
are aligned with the unthreaded holes
158
in the ridge connector block
136
. The unthreaded holes
158
in the ridge connector block
136
are placed over the two ball lock pins
130
assembled to the rafters
56
at the ridge
100
. The ball portions
148
of the ball lock pins
130
extend into the round blind holes
168
into the center of the ball locks
132
. Once the ridge connector block
136
is in place, each ball lock
132
is rotated using a hex driver. Each ball lock includes an area of transition
182
between the blind hole
168
and the reduced diameter slot
172
that engages a portion
184
of the ball portion
148
abutting the tapered cylindrical portion
146
to bring the ridge connector block
136
into tight engagement with the side
70
a
or
70
b
of the rafter
56
. The rectangular tubular portion
108
of the ridge purlin
62
is placed over the ridge connector block
136
, such that threaded holes
186
in the ridge purlin
62
are aligned with the threaded holes
156
in the ride connector block
136
. Two hex head set screws
134
are threaded through the threaded holes
186
in the ridge purlin and into the threaded holes
140
in the rafters
56
, to connect each ridge purlin
62
to the ridge purlin connector block
136
and rafters
56
.
Each hex head screw
134
has a large hexagonal cut-out
188
through its center. The large hexagonal cut-out
188
allows a hex driver to be used to connect the ridge purlin
62
to the ridge connector block
136
. When the hex head set screw
134
is torqued, an end
190
contacts an exposed end
180
of the ball lock
132
to frictionally engage the ball lock
132
and lock the ridge purlin
62
in place.
Once the ridge purlin
62
has been assembled to the rafters
56
, the ridge purlin
62
and ridge connector block
136
can be disassembled as a unit by slightly untightening the hex head set screws
134
and rotating the ball locks
132
with a hex driver that fits through the large hexagonal cut-out
188
in the hex head screw
134
.
In an exemplary embodiment, two ball locks
132
are inserted into the ridge connector block
136
. The ridge connector block
136
is then be inserted into the rectangular tubular portion
108
of a ridge purlin
62
and loosely connected to the ridge purlin
62
with two hex head set screws
134
. The ball locks
132
are adjusted using a tool that fits through the large hexagonal cut-out
188
of the hex head set screw
134
to align the ball locks
132
with the unthreaded holes
158
in the ridge connector block
136
. The ridge purlin
62
and ridge connector block
136
assembly is then placed over two ball lock pins
130
that are assembled to the rafters
56
. The ball locks
132
are rotated using a tool which fits through the large hexagonal cut-out
188
in the hex head set screw
134
to pull the ridge purlin
62
and ridge connector block
136
assembly into tight engagement with the rafter
56
. The hex head set screws
134
are then torqued down to lock the assembly of the ridge connector block
136
and ridge purlin
62
to the rafter
56
.
At the top
192
of each ridge connector block
136
there is an inverted V-shaped notch
194
. The angle of the inverted V-shaped notch
194
corresponds to the angle of the ridge
100
. When the ridge connector block
136
is assembled to the rafters
56
at the ridge
100
, the inverted V-shaped notch
194
fits over the drip gutters
72
of the rafters
56
, allowing the front
160
of each ridge connector block
62
to mount tightly against a side
88
a
or
88
b
of the rafters
56
. The rectangular tubular portion
108
of the ridge purlin
62
includes two cut-outs
196
. The cut-outs
196
in the ridge purlin
58
are aligned with the V-shaped notch
194
of the ridge connector block
136
, when the ridge purlin
62
is assembled to the ridge connector block
136
. The cut-outs
196
in the ridge purlin
62
fit over the drip gutters
72
of the rafters
56
. The assembled ridge purlins
62
and ridge connector blocks
136
fit over the drip gutter
72
of the rafters
56
and mount tightly against the rafters
56
. When mounted to the rafters
56
, the drip gutters
118
of the ridge purlin
62
are above the drip gutters
72
of the rafters
56
that meet at the ridge
100
.
Referring to
FIG. 9B
, each intermediate purlin
60
includes a smaller rectangular tubular portion
198
, having two sides
200
a
,
200
b
. Extending from the two sides
200
a
,
200
b
are drip gutters
202
a
,
202
b
. At the top of the rectangular tubular portion
198
of each intermediate purlin
60
, is the glazing profile
204
. The glazing profile
204
of an intermediate purlin
60
is identical to the glazing profile
74
of a rafter
56
. The top
210
of an intermediate purlin glazing profile
204
is planar, like the top
82
of the rafter
56
. The screw boss
206
is the same as the screw boss of a rafter
56
. Since the glazing profile
204
of an intermediate purlins
60
is the same as the glazing profile
74
of a rafter
56
, the L-shaped gasket accommodating portions
205
a
,
205
b
are the same, allowing the same L-shaped gasket to be used for a ridge purlin
62
as is used for a rafter
56
. As seen in
FIGS. 9A-9D
, the L-shaped gasket accommodating portions for each type of structural carrier member
16
are the same, allowing the same L-shaped gasket to be used for every structural carrier member.
The drip gutters
202
a
,
202
b
of an intermediate purlin
60
are higher with respect to the glazing profile
204
than the drip gutters
72
of a rafter
56
. When the intermediate purlins
60
are assembled to the rafters
56
, the drip gutters
202
of the intermediate purlins
60
are disposed above the drip gutters
72
of the rafters
56
.
Referring to
FIG. 5
, an intermediate purlin
60
is assembled along a span of one of the rafters
56
using the same connection method that is used in assembling the ridge purlins
62
. An intermediate connector block
212
is used in conjunction with two ball lock pins
130
, two ball locks
132
and two hex head set screws
114
to mount an intermediate purlin to a rafter
56
. The intermediate connector block
212
is sized to fit within the rectangular tubular portion
198
of the intermediate purlin
60
. Each intermediate connector block
212
includes a threaded hole
214
that passes through sides
216
a
,
216
b
of the intermediate purlins connector block
212
. The face
218
of each intermediate purlin connector block
212
includes a notch
220
sized to fit over a drip gutter
72
of a rafters
56
. Also in the face
218
of each intermediate connector block
212
are two holes
222
a
,
222
b
sized to fit over ball lock pins
130
. The holes
222
a
,
222
b
are perpendicular to the threaded hole
214
, are aligned with the axis (not shown) of the threaded hole
214
, and intersect the threaded hole
214
.
The intermediate purlin connector block
212
may be attached to the rafter
56
first, or in the exemplary embodiment, the intermediate purlin connector bock
212
a
,
212
b
is attached to the intermediate purlin
60
first. The intermediate purlin
60
includes notches
224
that clear the drip gutter
72
of the rafter
56
. Two ball lock pins
130
are threaded through threaded holes
140
in the rafters
56
. Two ball locks
132
are inserted into the threaded hole
214
in the intermediate connector block
212
. The first end
166
of each ball lock
132
, adapted to accept a hex wrench, faces outward. The intermediate purlin connector block
212
is then inserted into the rectangular tubular portion
198
of the intermediate purlin
60
until the threaded hole
214
of the intermediate connector block
212
is in alignment with the threaded holes
226
in each side
200
a
,
200
b
of the intermediate purlin
60
. The notches
224
in the intermediate purlins
60
are aligned with the notch
220
in the intermediate connector block
212
when the intermediate connector block
212
is assembled to the intermediate purlin
60
. Two hex head set screws
134
are threaded through the threaded holes
226
in the intermediate purlin
60
and loosely threaded into the threaded hole
214
in the intermediate connector block. The ball locks
132
are rotated with a small hex wrench, to align the round blind hole
168
in the ball lock
132
with the holes
222
a
,
222
b
in the intermediate connector block
212
.
The assembled intermediate purlin
60
and the intermediate connector block
212
are then placed over the two ball lock pins
130
in the rafter
56
and the drip gutter
72
. The two ball locks
132
are rotated with a small Allen wrench (not shown) to bring the assembled intermediate connector block
212
and intermediate purlin
60
assembly into tight engagement with the rafter
56
. The two hex head set screws
134
are then tightened down onto the two ball locks
132
to lock the intermediate connector block
212
and intermediate purlin
60
in place. Like the assembly of a ridge purlin
62
to rafters
56
, an assembled intermediate connector block
212
and intermediate purlin
60
can be removed from the rafter
56
by loosening the hex head screws
134
and rotating the ball locks
132
.
Referring to
FIG. 9D
, it is apparent that the cross-section of a knee purlin
64
is similar to the cross-section of a ridge purlin
62
. The main difference between the ridge purlins
62
and the knee purlins
64
is the difference in slope of the glazing profiles. The slope
116
of a ridge purlin
62
is defined by the angle formed by intersecting rafters
56
at the ridge
100
. The slope
228
of the knee purlins
64
is defined by the angle between intersecting rafters
56
at the knee
98
of the frame
14
.
Each knee purlin
64
includes a rectangular tubular portion
230
having two sides
232
a
,
232
b
. Drip gutters
234
a
,
234
b
extend from the sides
232
a
,
232
b
of each knee purlin
64
at an angle equal to the slope
228
of the knee purlin
64
. The glazing profile
234
of a knee purlin
64
is divided in half by a screw boss
236
. The top surfaces
238
a
,
238
b
of the knee purlin glazing profile
234
form an angle equal to the angle of the knee
98
. Sides
240
a
,
240
b
of the screw boss
236
extend upward at an angle, measured from the horizontal, equal to the complement of the angle defined by the knee
98
. The top surfaces
238
a
,
238
b
of the glazing profile
234
and the sides
240
a
,
240
b
of the screw boss
236
define L-shaped gasket accommodating surfaces
242
a
,
242
b
. The top surfaces
238
a
,
238
b
each include channels
244
a
,
244
b
for connection of L-shaped gaskets
22
. The L-shaped gasket accommodating surfaces of the knee purlin are the same as the L-shaped gasket accommodating surfaces of the other structural carrier members
18
, allowing the same L-shaped gasket
22
to be used. The knee purlins are extruded aluminum profiles.
Referring to
FIG. 6
, the same method is used to assemble a knee purlin
64
to rafters
56
at the knee
98
, as is used to assemble a ridge purlins
62
to rafters
56
at the ridge
100
. A knee connector block
246
is used in conjunction with two ball lock pins
130
, two ball locks
132
and two hex head set screws
134
to connect each knee purlin
64
to the rafters
56
. A face
248
of the knee connector block
246
includes two holes
250
a
,
250
b
that are sized to fit over ball lock pins
130
. The knee connector block
246
also includes two threaded holes
252
a
,
252
b
in the connector blocks sides
254
a
,
254
b
. The threaded holes
252
a
,
252
b
extend approximately half way through the connector blocks
246
, and are aligned with holes
250
a
,
250
b
. The threaded holes
252
a
,
252
b
are sized to accept ball locks
132
.
A knee connector block
246
is sized to fit within the rectangular tubular portion
232
of a knee purlin
64
. The face
248
of each connector block
246
includes an inverted V-shaped notch
256
. The inverted V-shaped notch
256
forms an angle equal to the angle of the knee
98
and is sized to fit over drip gutters
72
of the rafters
56
at the knee
98
. The knee purlin
64
also includes notches
258
that are in alignment with the inverted V-shaped notch
256
of a connector block
246
when a connector block
246
is assembled to the knee purlin
64
.
Referring to
FIG. 6
, to assemble a knee purlin
64
to rafters
56
at the knee, two ball lock pins
130
are threaded into threaded holes
140
in the rafters
56
. Two ball locks
232
are placed in the knee connector block
246
threaded holes
252
a
,
252
b
, such that the first ends
166
of the two ball locks
132
face outward, so that the ball locks
132
can be rotated with the hex tool. The connector block
246
with two ball locks
132
in it, is inserted into the rectangular tubular portion
230
of the knee purlin
64
. The threaded holes
252
a
252
b
of the connector block
246
are brought into alignment with threaded holes
260
a
,
260
b
in sides
232
a
,
232
b
of the knee purlin
64
. Two hex head set screws
134
are loosely threaded into the threaded holes
260
in the knee purlin
64
, and the threaded holes
252
a
,
252
b
in the knee connector block
246
. A small hex tool is inserted through the hex head set screws
134
and into the ball lock pin
130
to align the round blind hole
168
of the ball locks
132
with the holes
250
a
,
250
b
in the face
218
of the knee purlin connector block
246
. The assembly of a knee purlin connector block
246
and the knee purlin
64
is placed over the two ball lock pins
130
in the rafters
56
that define a knee. The ball locks
132
are rotated to bring the assembly of the knee connector block
246
and knee purlin
64
into tight engagement with the rafters
56
. The hex head set screws
134
are then rotated into tight frictional engagement with the ball locks
132
to lock the assembly of a knee connector block
246
and a knee purlin
64
in place. The assembled knee connector block
246
and knee purlin
64
can be removed from the rafter
56
by loosening the hex head screws
134
and rotating the ball locks
132
.
Referring to
FIG. 7
, sill purlins
66
are used at the bottom of the frame
14
. The cross-section of a sill purlin
66
is the same as the cross-section of an intermediate purlins
60
, except the sill purlins
66
do not include drip gutters.
The sill purlins
66
include a rectangular tubular portion
262
and a glazing profile
264
. The rectangular tubular portion
262
of the sill purlin
66
includes two sides
266
a
,
266
b
. The glazing profile
264
of the sill purlin
66
includes two top surfaces
268
a
,
268
b
and a vertically extending screw boss
270
. The top surfaces
268
a
,
268
b
each include channels
272
a
,
272
b
for attachment of L-shaped gaskets
22
. The top surfaces
268
a
,
268
b
of the sill purlins
66
are coplanar. Since the glazing profile of a sill purlin
66
is the same as the glazing profiles of the other structural carrier members, the same L-shaped gasket can be used.
Referring to
FIG. 7
, a sill purlin connector block
274
is used along with two ball lock pins
130
, two ball locks
132
and two hex head set screws
134
, to connect each sill purlin
66
to a rafter
56
. In the exemplary embodiment, the sill purlin connector blocks
274
and the sill purlins
66
do not require notches, since the drip gutters
72
of the rafters
56
are removed at the bottom of the frame
14
. In an alternate embodiment (not shown), the drip gutters
72
of the rafters are not removed, and the sill purlins
66
and sill purlin connector blocks include notches (not shown) that clear the drip gutters
72
. The face
275
of the sill purlin connector block
274
includes two holes
276
a
,
276
b
that are sized to fit over two ball lock pins
130
. One side
278
of the sill purlin connector block
274
includes two threaded holes
280
a
,
280
b
that are sized to accept two ball locks
132
. The two holes
276
a
,
276
b
are aligned with and intersect the two threaded holes
280
a
,
280
b
to define passages from the face
275
to the two threaded holes
280
a
,
280
b.
To assemble a sill purlin
66
to the rafters
56
, two ball locks
132
are inserted into the threaded holes
280
a
,
280
b
. The sill connector block
274
is inserted into the rectangular tubular portion
262
of the sill purlin
66
. Two hex head set screws are loosely threaded into threaded holes
282
a
,
282
b
in the rectangular tubular portion
262
of the sill purlin
66
, and into threaded holes
280
a
,
280
b
in the side
278
of the sill connector block
274
. The ball locks
132
are rotated to align the round blind hole
168
with the holes
276
a
,
276
b
in the sill connector block
274
. The assembly of a sill connector block
274
and a sill purlin
66
is placed over two ball lock pins
130
that are threaded into threaded holes
140
in the rafters
56
. The ball locks
132
are rotated with a hex wrench that fits through the hex head set screws
134
to bring the assembly of the sill connector block
274
and the sill purlin
66
into tight engagement with the rafter
56
. The two hex head set screws
134
are torqued to bring them into tight frictional engagement with the ball locks
132
to lock the sill purlin
66
in place. The assembled sill connector block
274
and sill purlin
66
can be removed from the rafter
56
by loosening the hex head screws
134
and rotating the ball locks
132
.
Referring to
FIGS. 1 and 2
, the rafters
56
are connected to a superstructure
284
by their bases
42
. The superstructure
284
provides a foundation for the rafters
56
to be connected to. The superstructure
284
will generally be constructed of I-beams
286
shown in FIG.
13
), for example, 12 inch I-beams
286
or 10 inch I-beams
286
may be used. A fluid tight connection between the I-beams
284
and the rafters
56
is needed to prevent air from leaking through the junction
288
of the rafters
56
to the I-beams
286
. The shape of the assembled rafters
56
will directly correspond with the shape of the superstructure
284
.
Referring to
FIGS. 12 and 13
, each rafter
56
is connected to the superstructure
284
with one or more rafter connector plates
36
, structural carrier gaskets
38
and connector plate gaskets
40
to form a fluid tight seal between each rafter
56
and the superstructure
284
. The connector plates
36
are flat metal plates, each having a channel
54
in a first side
290
and a ridge
292
extending from a second side
294
. The ridge
292
and channel
54
are centered on the connector plate
36
and extend from the top
296
of the connector plate
36
to the bottom
298
of the connector plate
36
. In the exemplary embodiment, the channel
54
in the connector plate
36
includes a wide, shallow cut-out
330
and small semi-circular cut-out
332
(best shown in FIG.
9
A). The small semi-circular cut-out
332
is connected to the wide, shallow cut-out
330
by a passage
334
. The connector plate
36
includes two rafter mounting slots
300
a
,
300
b
, which pass through the ridge
92
and channel
54
of the connector plate
36
, for fastening the connector plate
36
to the rafter
56
. The connector plate
36
also includes four I-beam mounting slots
302
a
,
302
b
,
302
c
,
302
d
. Two I-beam slots are on each side of the channel
54
and ridge
292
for mounting the connector plate
36
to the I-beams
286
. The ridge
292
of a connector plate
36
fits within a channel
46
in the base
42
of the rafter
56
that allows the connector plate
36
to be slid along the length of the rafter
56
.
Referring to
FIG. 9A
, the rafter gaskets
38
are adapted to be inserted in the rafter channel
46
in the base
42
of a rafter
56
. The rafter channel
46
is designed to tightly engage a rafter gasket
38
. The rafter channel
46
includes a wide, shallow, cut-out
304
and a deeper small semi-circular cut-out
306
. Two nubs
308
a
,
308
b
extend inward from sides
310
a
,
310
b
of the wide shallow cut-out
304
. The cross-section of each nub
308
a
,
308
b
generally the shape of a semi-circle. When the rafter gaskets
38
are inserted into the rafter channel
46
, the nubs
308
a
,
308
b
tightly engage the rafter gaskets
38
. The small, semi-circular cut-out
306
is connected to the wide, shallow cut-out
304
by a narrow passage
312
. The small semi-circular cut-out
306
engages a projection
314
that extends from the first side
44
of the structural carrier gasket.
The first side
44
of each rafter gasket
38
is shaped to tightly fit in the rafter channel
46
. On the sides
316
a
,
316
b
of each rafter gasket
38
are two semi-circular depressions
318
a
,
318
b
. The semi-circular depressions
318
a
,
318
b
correspond to the two nubs
308
a
,
308
b
of the rafter channel
46
. The projection
314
that extends from the first side
44
of the rafter gasket
38
includes a shaft portion
320
that extends upward from the first side
44
of the rafter gasket
38
. The shaft portion
320
of the rafter gasket
38
is sized to fit within the passage
312
in the rafter channel
46
. Extending upward from the shaft portion
320
of the projection
314
is a semi-circular head
322
, which is sized to fit within the semi-circular cut-out
306
of the rafter channel
46
to lock the rafter gasket
38
in the after channel
46
.
The second side
48
of the rafter gaskets
38
include a plurality of triangular teeth
324
extending from the second side
48
of the rafter gasket
38
. The triangular teeth
324
are designed to make contact with the superstructure
284
at multiple locations to provide multiple seals along the interface between the I-beams
286
and the rafters
56
. The rafter gaskets
38
are made of EPDM rubber. One supplier capable of extruding the rafter gaskets
38
is DJ Profiles in England.
Referring to
FIGS. 9 and 13
, a connector plate gasket
40
is similar to a rafter gasket
38
, except the connector plate gaskets
40
are shorter and do not include depressions in their sides
326
a
,
326
b
. In the exemplary embodiment, the first side
50
of the connector plate gasket
40
includes projection
328
that extends from the first side
50
. The projection
328
of a connector plate gasket
40
includes a shaft portion
336
and a semi-circular head portion
338
. When assembled to a connector plate, the projection
328
extends into the semi-circular cut-out
332
of the connector plate
36
to lock the connector plate gasket
40
in the connector plate channel
54
. In an alternative embodiment, the connector plate gasket
40
does not include a projection and the connector plate does not include a small semi-circular cutout
332
for locking the connector plate gasket
40
to the connector plate
36
.
The second side
52
of the connector plate gasket
40
also includes a plurality of triangular teeth
340
. The triangular teeth
340
on the connector plate gasket
40
also act to provide multiple points of contact between the connector plate gasket
40
and an I-beam
286
of the superstructure
284
.
Referring to
FIG. 12
, a rafter connector plate ridge
292
is inserted into the rafter channel
46
and is moved to a position where the rafter
56
will be secured to the superstructure
284
. In the exemplary embodiment, a wet gasket material is applied in the channel
46
in the rafter
56
to provide a seal between the rafter
56
and the connector plate
36
. An example of a suitable wet gasketing material is Spectrum II material, which is manufactured by Tremco. Referring to
FIG. 13
, sheet metal screws
342
are passed through the two rafter mounting slots
300
a
,
300
b
and are driven into two holes (not shown) in the rafter channels
46
to fasten a connector plate
36
to a rafter
56
.
Connector plate gaskets
40
having the same length as the connector plates
36
are inserted into connector plate channels
54
. If the connector plate gaskets include a projection
328
, the shaft portion
336
of each connector plate gasket projection
328
is pushed through the connector plate passage
334
, such that the semi-circular head
338
of each connector plate gasket
40
is disposed in the semi-circular cut-out
332
of the connector plate channel
54
to lock the connector plate gasket
40
in the connector plate channel
54
. The triangular teeth
340
of the connector plate gasket
40
extend below the first side
290
of the connector plate
36
.
The remainder of the length of the rafters
56
which engage external I-beams
286
are filled with rafter gaskets
38
. The rafter gaskets
38
are cut to length and are pushed into the rafter channels
46
of the rafters
56
, such that the rafter gaskets
38
are in abutment with the connector plates
36
and connector plate gaskets
40
. When each rafter gasket
38
is inserted into the rafter channels
46
, the shaft portion
320
of the rafter gasket
38
is forced through the passage
312
of the rafter channel
46
and the semi-circular head
322
of the rafter gasket
38
becomes disposed within the semi-circular cut-out
306
of the rafter channel
46
to lock the rafter gasket
38
in place. Also securing the rafter gasket in place are the nubs
308
a
,
308
b
in the rafter channel
46
. When the rafter gasket
38
is pushed into the rafter channel
46
, the semi-circular depressions
318
a
,
318
b
surround the nubs
308
a
,
308
b
in the rafter channel
46
to lock the rafter gasket
38
in place. With the rafter gasket
38
installed, the triangular teeth
324
of the rafter gasket
38
extend below the first side,
290
of the connector plate
36
, and are substantially in abutting alignment with the plurality of triangular teeth
340
of the connector plate gasket
40
.
Referring to
FIGS. 12 and 13
, once the connector plates
36
, connector plate gaskets
40
and rafter gaskets
38
are secured to the rafter
56
, the rafters
56
may be secured to the superstructure
284
by the connector plates
36
. The I-beam mounting slots
302
a
,
302
b
,
302
c
,
302
d
are lined-up with corresponding openings (not shown) in the I-beams
286
. The rafter connector plates
36
are then connected to the I-beams
286
using conventional fasteners, For example, 1¼ inch by ⅜ inch hex head machine bolts may be used to fasten the connector plates
36
to the I-beams
286
. When the rafter connector plates
36
are tightened down to the I-beams
286
, the triangular teeth
324
and
340
of the rafter gasket
38
and connector plate gasket
40
contact the I-beams
286
at multiple locations and form a seal between the rafters
56
and the I-beams
286
. The compression of the rafter gaskets
38
and connector plate gaskets
40
causes seals to be formed between the rafter gaskets
38
and the rafters
56
and between the connector plate gaskets
40
and the connector plates
36
along an entire length, where the rafters
56
are joined to the I-beams
286
.
Referring to
FIGS. 1 and 2
, the front gable end
344
and rear gable end
346
of the frame
14
are framed using rafters
56
, intermediate purlins
60
and sill purlins
66
. Connection sides
70
a
of the rafters
56
are attached to an attachment surface
348
defined by the I-beams
286
.
The second side
70
b
of the rafters
56
that are connected to the I-beams
286
include a large clearance hole (not shown). The first side
70
a
of the rafters
56
that are connected to the I-beams
286
at the front gable end
344
include a smaller hole (not shown). A mechanical fastener is inserted completely through the large hole in the second side
70
b
of the rectangular portion
68
of the rafter
56
. The mechanical fastener is then fed through the smaller hole in the first side
70
a
of the rafter
56
and into a corresponding hole in the I-beam
286
. The head of the fastener abuts against the first side
70
a
of the rafter
56
. The fastener is torqued down to bring the first side
70
a
of the rafter
56
into tight engagement with the superstructure
284
, In the exemplary embodiment, the fastener is a cap screw which seals the holes (not shown) in the rafters
56
and the I-beams
286
. These steps are repeated until rafters
56
have been attached to all of the I-beams
286
that form the front gable end.
The rear gable end
346
may or may not include framing for translucent panels
12
. When the rear gable end
346
is not freed, the rear gable end
346
is attached to an adjacent building or structure.
Sill purlins
66
are connected to the bottom
350
of the frame
14
by mechanical fasteners. The vertical members of the gable ends
344
and
346
are rafters
56
. The rafters
56
are attached to the bottom
350
of the frame
14
and to the rafters
56
at the top
352
of the gable end
344
. The top ends
354
of the rafters
56
used on the gable
344
are mitered to match the angle of the top
352
of the gable
344
.
Referring to
FIGS. 16A
,
16
B and
17
, a top connector block
356
is used to connect each vertically extending rafter to the rafters
56
that form the top
352
of the gable
344
. The top connector block
356
is cut an angle corresponding to the top
352
of the gable
344
. The top connector block
356
includes two threaded holes
358
a
,
358
b
for mounting the top connector block
356
to the rafters
56
that extend vertically. The top connector block also includes a threaded hole
360
in an inclined face
362
for connecting the top connector block
356
to the rafter
56
that forms the top
352
of the gable.
The bottom of the rafters
56
which extend vertically on the front gable
344
are fastened to the bottom
350
of the frame
14
using bottom connector blocks
364
, as shown in
FIGS. 14A
,
14
B,
14
C and
15
. Each bottom connector block
364
is a stepped block having two clearance holes
366
a
,
366
b
that accommodate attachment of a bottom connector block
364
to the bottom of the frame
350
. The sides
368
a
,
368
b
include threaded holes
370
a
,
370
b
that facilitate attachment to rafters
56
that extend vertically. The rafters
56
that extend vertically have a notched-out base
372
and threaded holes
374
. The rafters
56
that extend vertically are placed over the bottom connector blocks
364
and are fastened to the bottom connector blocks
364
with threaded fasteners.
At this point, the gable end
344
has sill purlins extending across the base of the frame
14
, rafters
56
connected to the I-beams
286
and rafters
56
that extend vertically from the base
350
of the frame
14
to the top
352
of the gable
352
.
Referring to
FIGS. 1 and 2
, the grid
376
on the gable end
344
is completed by assembling intermediate purlins
60
to the rafters
56
in a horizontal orientation. The intermediate purlin
60
are connected to the rafters
56
of the gable end
344
in the same manner that the intermediate purlins
60
are attached to the rafters
56
in constructing the frame
14
. Intermediate purlin connector blocks
212
are used to mount intermediate purlins
60
to rafters
56
to complete the framing of the gable ends.
Once the rafters
56
and purlins
58
have been assembled together to form the frame
14
, the L-shaped gaskets
22
can be applied about the perimeter of the glazing profiles of the rafters
56
, the intermediate purlins
60
, the ridge purlins
62
, the knee purlins
64
and the sill purlins
66
.
Referring to
FIGS. 9A-9E
, as the name suggests, the L-shaped gaskets
22
are in the general shape of an “L”. The bottom surface
378
and side surface
380
are the structural carrier member engaging surfaces
26
. The lower portion
382
includes a plurality of triangular teeth
384
extending from the lower portion's top surface
386
. The top surface
34
of the upright portion
388
also includes a plurality of triangular teeth
390
. Each L-shaped gasket
22
includes two projections
86
a
,
86
b
that extend from the bottom surface
378
. The projections
86
a
,
86
b
include shaft portions
392
(
FIG. 9E
) and semi-circular head portions
394
that are the same or similar to the shaft portion
320
and semi-circular head portion
322
of the rafter gasket. The projections
86
a
,
86
b
are inserted into channels
84
a
,
84
b
in the rafters
56
and purlins
58
. When the projections
86
a
,
86
b
of each L-shaped gasket
22
are inserted into the channels
84
a
,
84
b
, the shaft portion
392
of the L-shaped gasket
22
is forced through the passages
87
of the channels
84
a
,
84
b
and the semi-circular head
394
of the L-shaped gasket
22
becomes disposed within the semi-circular cut-out
89
of the channels
84
a
,
84
b
to lock each L-shaped gasket
38
in place.
Referring to
FIG. 10
, L-shaped gaskets are inserted into each of the glazing profiles of the rafters
56
and purlins
58
that make up the frame
14
. At each location where the rafters
56
meet the purlins
58
or, as on the gable end
344
, the rafters
56
intersect other rafters
56
, the ends
396
of the L-shaped gaskets
22
are mitered at 45° angles and connected together, so that they will form a continuous seal around the perimeter
398
of each translucent panel
12
. The ends
396
are fused together by gluing, welding, sonically welding or melting them together. In the exemplary embodiment, the L-shaped gaskets
22
that correspond with each translucent panel
12
are first connected together and then inserted into the channels
84
a
,
84
b
of the rafters
56
and purlins
58
. When all of the L-shaped gaskets
22
have been applied to the rafters
56
and purlins
58
, the translucent panels
12
are placed on the L-shaped gaskets
22
and secured with pressure plates
18
assembled to upper gaskets
24
.
Referring to
FIGS. 9A-9D
, the pressure plates
18
vary depending on the slope of the glazing profile. Planar pressure plate
400
can be used with the rafters
56
, the intermediate purlins
60
and the sill purlins
66
, since the only difference in the glazing profiles
74
,
204
,
264
is the slope. Each planar pressure plate
400
includes a planar surface
402
having four channels
404
a
,
404
b
,
404
c
,
404
d
that facilitate mounting of the upper gaskets
24
. The channels
404
a
,
404
b
,
404
c
,
404
d
include a passage
406
that extends into a semi-circular cut-out
408
. Two sides
410
a
,
410
b
are inclined and extend upward to the top
412
of the planar pressure plate
400
. The top
412
includes a channel
414
that allows connectors used to mount the planar pressure plate
400
to be concealed below the top
412
of the planar pressure plate
400
. The channel
414
and the top
412
of the planar pressure plate
400
includes two nubs
416
a
,
416
b
for holding a cap
418
in place.
Referring to
FIG. 9C
, each ridge pressure plate
420
includes a planar surface
422
that extends outward to two inclined gasket accommodating surfaces
424
a
,
424
b
. The inclined gasket accommodating surfaces
424
a
,
424
b
correspond to the slope
116
of the ridge purlin
62
. Each ridge pressure plate
420
includes four channels
426
a
,
426
b
,
426
c
,
426
d
, two in each inclined gasket accommodating surface
424
a
,
424
b
. The ridge pressure plate channels
426
a
,
426
b
,
426
c
,
426
d
each include a passage
428
that extends into a semi-circular cut-out
430
. The sides
432
a
,
432
b
of the ridge pressure plate
420
are comprised of two abutting planar segments that extend upward to a top
434
of the ridge pressure plate
420
. The top
434
of the ridge pressure plate
420
includes a screw concealing channel
436
that extends into the center of the ridge pressure plate
420
. The screw concealing channel
436
of the ridge pressure plate
420
is the same as the screw concealing channel
436
of the planar pressure plate
400
, including two nubs
438
a
,
438
b
for capturing a cap
418
.
Referring to
FIG. 9D
, the knee pressure plates
440
are generally the same as the ridge pressure plates
420
, except that the gasket accommodating surfaces
442
a
,
442
b
are at different angles. The knee pressure plate
440
includes a planar surface
444
with two inclined gasket accommodating surfaces
442
a
,
442
b
extending from it. The gasket accommodating surfaces
442
a
,
442
b
of the knee pressure plate
440
include four channels
446
a
,
446
b
,
446
c
,
446
d
for connection of upper gaskets
24
. The channels
446
a
,
446
b
,
446
c
,
446
d
each include a passage
448
that extends into a semi-circular cut-out
450
. The sides
452
a
,
452
b
of the knee pressure plate
440
are comprised of two abutting planar segments that extend upward to the top
454
of the knee pressure plate. In the center of the knee pressure plate
440
, extending in from the top
454
is a channel
456
for concealing connectors used to mount the knee pressure plate
440
. The channel
456
of the knee pressure plate
440
is identical to the channels of the planar pressure plate
400
and the ridge pressure plate
420
. The channel
456
includes two nubs
458
a
,
458
b
for securing a cap
418
to the knee pressure plate.
Referring to
FIG. 9F
, like the L-shaped gaskets
22
, the same upper gaskets
24
are used for each pressure plate
18
. The upper gaskets
24
each include a glass sealing surface
32
, a pressure bar engaging surface
30
, a vertical side
464
, an inclined side
462
and two projections
466
a
,
466
b
that extend from the pressure bar engaging surface
30
. The glass sealing surface
32
includes a plurality of triangular projections
468
that extend down from the glass sealing surface
32
. The projections
466
a
,
466
b
that extend from the pressure bar engaging surface
30
each include a shaft
470
and a semi-circular head
472
. The upper gasket
24
is wider than the L-shaped gasket, so that when installed, the upper gasket
24
will overlap a greater extent of the translucent panel
12
than the L-shaped gasket
22
. Triangular projections
468
extend the entire width of the upper gasket
24
. The incline side
462
of the upper gasket
24
extends slightly above the pressure bar engaging surface
30
.
Referring to
FIG. 11
, the upper gaskets
24
are attached to the planar pressure plates
400
, ridge pressure plates
420
and knee pressure plates
440
by orienting the vertical side
464
of the upper gasket
24
toward the center of the pressure plates
18
. The projections
466
a
,
466
b
of the top gasket
24
are aligned with corresponding channels
404
a
-
404
d
,
426
a
-
426
d
,
446
a
-
446
d
and are pressed into the channels. The semi-circular head
472
of the top gasket
24
becomes disposed in the semi-circular cut-outs
408
,
430
,
450
to lock the upper gaskets
24
in place. The shaft
470
of the top gasket
24
extends through the passage
406
,
428
,
448
of the channels. When installed a lip
462
a
of the inclined side
462
of the top gasket
24
extends past the sides of the pressure plates
18
. The pressure bar engaging surface
30
engages the pressure bar
18
.
Referring now to
FIGS. 9A
,
9
B,
9
C,
9
D and
13
, the assembled upper gaskets
24
and pressure bars
18
are assembled to the translucent panels
12
that are resting on the assembly of L-shaped gaskets
24
and structural carrier members
16
. The planar pressure plates
400
, ridge pressure plates
420
and knee pressure plates
440
are placed on corresponding rafters
56
, intermediate purlins
60
, sill purlins
66
, ridge purlins
62
and knee purlins
64
. The center of each pressure plate
18
is aligned with each screw boss of the rafters
56
and the purlins
58
.
Referring to
FIG. 11
, at each location where a pressure plate
18
intersects another pressure plate, the ends
474
of the upper gaskets
24
are mitered at 45° angles and connected together, so that they will form a continuous seal around the perimeter
398
of each translucent panel
12
. The ends
474
are fused together by gluing, welding, sonically welding or melting them together.
Mechanical fasteners are inserted through holes (not shown) in the pressure bars
18
to connect the pressure bars
18
to the rafters
56
and purlins
58
. In the exemplary embodiment, the fasteners used are number
12
sheet metal screws that are torqued to approximately 85 foot pounds. When properly torqued, the triangular teeth
384
of the L-shaped gasket sealing surface
28
are deformed by the first side
13
a
of the translucent panel
12
at a plurality of locations to form seals between the L-shaped gasket and the translucent panel
12
. The triangular projections
468
that extend from the glass sealing surface
32
of the upper gasket
24
engage the second side
13
b
of the translucent panels
12
to provide a plurality of seals between the upper gasket
24
and the second side
13
b
of the translucent panel
12
. When properly torqued, the triangular teeth
390
of the upright portion
388
of the L-shaped gasket
22
engage the triangular projections
468
of the upper gasket to provide a seal between the upper gasket
24
and the L-shaped gasket
22
.
When the pressure plates
18
are properly assembled to the rafters
56
and purlins
58
, the bottom surface
378
of the L-shaped gasket
22
tightly engages the rafters
56
and purlins
58
to form a fluid tight seal and the pressure bar engaging surface
30
of the upper gasket
24
tightly engages the pressure plates
18
to form a fluid tight seal between the upper gasket
24
and the pressure plates
18
. When the containment structure is properly assembled, the-lower portion
382
of the L-shaped gasket
22
is compressed and a small bulge or bubble (not shown) will extend from the side of the rafter
56
or purlin
58
.
Referring to
FIG. 13
the cap
418
is a flat extruded strip of plastic, Each cap
418
corresponds to a pressure plate
18
. The purpose of the caps
418
is to conceal the hardware used to assemble the frame
14
. Each cap
418
includes two sides
476
a
,
476
b
having recesses
478
a
,
478
b
. Each cap
418
is installed on a corresponding pressure plate
18
by snapping the sides
476
a
,
476
b
into the channel of the pressure bar, causing the recesses
478
a
,
478
b
of the cap
418
to engage the nubs in the pressure plate channel.
When assembled properly, air is impeded from entering the seals formed by the pressure plates
18
, upper gaskets
24
, L-shaped gaskets
22
and rafters
56
or purlins
58
. In order to penetrate the seal of the containment structure
10
, air or moisture must penetrate the seals between the first translucent panel side
13
a
and the sealing surface
28
of the L-shaped gasket
22
and the seal between the second side
13
b
of the translucent panel and the glass sealing surface
32
of the upper gasket
24
or air would have to penetrate the seals between the pressure bar engaging surface
18
of the upper gasket
24
and the pressure plates
18
and penetrate the seal between the glazing profile
74
and the L-shaped gasket
22
.
The containment framing structure
10
of the present invention was designed to quarantine and study plants. The containment framing structure
10
meets BSL level 3 requirements. BSL level 3 requirements ensure that plants and other organisms are not allowed to escape the containment framing structure
10
and possibly reproduce outside the structure
10
, causing harm to the environment.
The containment framing structure
10
allows not more than 0.03 cubic feet per minute of air pressurized at 6.24 pounds per square foot (above atmospheric pressure) to enter the structure
10
. The containment framing structure does not allow any water pressurized at 10 pounds per square foot (above atmospheric) to enter the structure
10
.
The containment structure
10
does not include any weep holes that allow moisture to escape. Any moisture that is trapped in the greenhouse
10
is forced downward by gravity on the translucent panels
12
to the gaskets
22
,
24
, where the moisture drips into to the drip gutters in the purlins
58
. The ends
59
of the purlin drip gutters are notched back slightly (not shown), allowing moisture in the purlin drip gutters to be channeled downward by the drip gutters
74
of the rafters
56
.
The rafters
56
and purlins
58
can be used to form structures other than specifically identified in the specification and shown in the drawings. For example, the containment structure
10
of the present invention can be used to make skylights or corridors in a containment framing system. Although the system is shown in use with a superstructure
284
formed of I-beams
286
, it should be readily apparent that the unique design of the rafters
56
and purlins
58
allow it to be used to form structures without the necessity of a superstructure
284
. The rafters
56
and purlins
58
used in the present invention are very strong and allow very long spans to be traversed.
Although the present invention has been described with a degree of particularity, it is the intent that the invention include all modifications and alterations falling within the spirit or scope of the appended claims.
Claims
- 1. A containment structure for providing a fluid tight seal between a translucent panel having first and second sides and a frame having a structural carrier member and a pressure bar, comprising:a) an L-shaped gasket including a structural carrier member engaging surface for connecting said L-shaped gasket to said structural carrier member, a first glass sealing surface for providing a seal between said L-shaped gasket and said first side of said translucent panel, and a first gasket sealing surface; and b) an upper gasket including a pressure bar engaging surface for connecting said upper gasket to said pressure bar, a second glass sealing surface for providing a seal between said upper gasket and said second side of said translucent panel, and a second gasket sealing surface for contacting said first gasket sealing surface of said L-shaped gasket to form a seal between said L-shaped gasket and said upper gasket.
- 2. The apparatus of claim 1 further comprising at least one projection extending from said structural carrier member engaging surface for insertion into a corresponding at least one channel in said structural carrier member.
- 3. The apparatus of claim 1 further comprising at least one projection extending from said pressure bar engaging surface for insertion into a corresponding at least one channel in said pressure bar.
- 4. The apparatus of claim 1 wherein said structural carrier member engaging surface is adapted to provide a seal between said L-shaped gasket and said structural carrier member.
- 5. The apparatus of claim 1 further wherein said pressure bar engaging surface is adapted to provide a seal between said upper gasket and said pressure bar.
- 6. The apparatus of claim 1 wherein said second glass sealing surface and said second gasket sealing surface of said upper gasket are a continuous surface.
- 7. The apparatus of claim 1 wherein said first glass sealing surface of said L-shaped gasket includes a plurality of deformable teeth for contacting a plurality of locations on said first side of said translucent panel.
- 8. The apparatus of claim 1 wherein said second glass sealing surface of said upper gasket includes a plurality of teeth for contacting a plurality of locations on said second side of said translucent panel.
- 9. The apparatus of claim 1 wherein at least two L-shaped gaskets and at least two upper gaskets are bonded together to form a seal around a corner of said translucent panel.
- 10. A method of providing a fluid tight seal between a translucent panel having first and second sides and a frame having a structural carrier member and a pressure bar, comprising:a) applying an L-shaped gasket to said structural carrier member; b) placing said translucent panel on said L-shaped gasket, such that said first side of said translucent panel is in contact with said L-shaped gasket; and c) coupling an upper gasket to said L-shaped gasket and said second side of said translucent panel with said pressure bar to form seals between said L-shaped gasket and said first side of said translucent panel, between said L-shaped gasket and said upper gasket, and between said upper gasket and said second side of said translucent panel.
- 11. The method of claim 10 wherein said coupling step forms a seal between said L-shaped gasket and said structural carrier member.
- 12. The method of claim 10 wherein said coupling step forms a seal between said upper gasket and said pressure bar.
- 13. The method of claim 10 further comprising the step of bonding at least two L-shaped gaskets together and bonding at least two upper gaskets together to form a seal around a corner of said translucent panel.
- 14. The method of claim 10 wherein said L-shaped gasket includes teeth which are deformed when contacting said first side of said translucent panel at a plurality of locations.
- 15. The method of claim 10 wherein said upper gasket includes teeth which are deformed when contacting said second side of said translucent panel at a plurality of locations.
- 16. A method of providing a fluid tight connection between a structural carrier member and an adjoining structural member, comprising:a) connecting a base of said structural carrier member to a connector plate; b) inserting a structural carrier gasket into a channel in said base of said structural carrier member; c) inserting a connector plate gasket into a second channel in said connector plate; and d) fastening said connector plate to said adjoining structural member to bring said structural carrier gasket and said connector plate gasket into contact with said adjoining structural member to form seals between said structural carrier member and said adjoining structural member.
- 17. The method of claim 16 further comprising the step of abutting said structural carrier gasket with said connector plate.
- 18. The method of claim 16 further comprising the step of providing a gasketing material in said channel of said structural carrier between said structural carrier member and said connector plate to provide a seal between said structural carrier member and said connector plate.
- 19. The method of claim 16 wherein said structural carrier gasket includes teeth which are deformed when contacting said adjoining structural member at a plurality of locations.
- 20. The method of claim 16 wherein said connector plate gasket includes teeth for contacting said adjoining structural member at a plurality of locations.
- 21. A containment structure for providing a fluid tight connection between a structural carrier member and an adjoining structural member, comprising:a) a connector plate connected to a base of said structural carrier member; b) a structural carrier gasket having a first side adapted to fit in a channel in said base of said structural carrier member and a second side for contacting said adjoining structural member to form a fluid tight seal between said structural carrier member and said adjoining structural member when said connector plate is fastened to said adjoining structural member; and c) a connector plate gasket having a first side adapted to fit in a channel in said connector plate and a second side for contacting said adjoining structural member to form a fluid tight seal between said connector plate and said adjoining structural member when said connector plate is fastened to said adjoining structural member.
- 22. The apparatus of claim 21 further comprising a gasketing material adapted to be applied in said first channel of said structural carrier between said structural carrier member and said connector plate to provide a seal between said structural carrier member and said connector plate.
- 23. The apparatus of claim 21 wherein said first side of said structural carrier gasket includes teeth for contacting said adjoining structural member at a plurality of locations.
- 24. The apparatus of claim 21 wherein said first side of said connecting plate gasket includes teeth for contacting said adjoining structural member at a plurality of locations.
- 25. The apparatus of claim 21 further comprising a projection extending from said first side of said structural carrier gasket for insertion into a corresponding gasket retaining channel in said first channel of said structural carrier member.
- 26. The apparatus of claim 21 wherein said connector plate includes a ridge adapted to fit in said channel in said base of said structural carrier member.
- 27. A containment structure for providing fluid tight seals between a translucent panel and a frame, having a structural carrier member and a pressure bar, and between the structural carrier member and an adjoining structural member, comprising:a) an L-shaped gasket including a structural carrier member engaging surface for connecting said L-shaped gasket to said structural carrier member, a first glass sealing surface for providing a seal between said L-shaped gasket and a first side of said translucent panel, and a first gasket sealing surface; b) an upper gasket including a pressure bar engaging surface for connecting said upper gasket to said pressure bar, a second glass sealing surface for providing a seal between said upper gasket and a second side of said translucent panel, and a second gasket sealing surface for contacting said first gasket sealing surface of said L-shaped gasket to form a seal between said L-shaped gasket and said upper gasket; c) a connector plate connected to a base of said structural carrier member; d) a structural carrier gasket having a first side adapted to fit in a first channel in said base of said structural carrier member and a second side for contacting said adjoining structural member to form a fluid tight seal between said structural carrier member and said adjoining structural member when said connector plate is fastened to said adjoining structural member; and e) a connector plate gasket having a first side adapted to fit in a channel in said connector plate and a second side for contacting said adjoining structural member to form a fluid tight seal between said connector plate and said adjoining structural member when said connector plate is fastened to said adjoining structural member.
- 28. A method of providing a fluid tight seals between a translucent panel and a frame, having a structural carrier member and a pressure bar, and between the structural carrier member, having a base connected to a connector plate, and an adjoining structural member, comprising;a) applying an L-shaped gasket to said structural carrier member; b) placing said translucent panel on said L-shaped gasket, such that a first side of said translucent panel is in contact with said L-shaped gasket; and c) coupling an upper gasket to said L-shaped gasket and a second side of said translucent panel with said pressure bar to form seals between said L-shaped gasket and, said first side of said translucent panel, between said L-shaped gasket and said upper gasket, and between said upper gasket and said second side of said translucent panel; d) connecting a base of said structural carrier member to a connector plate e) inserting a structural carrier gasket into a channel in said base of said structural carrier member; f) inserting a connector plate gasket into a channel in said connector plate; and g) fastening said connector plate to said adjoining structural member to bring said structural carrier gasket and said connector plate gasket into contact with said adjoining structural member to form seals between said structural carrier member and said adjoining structural member and between said connector plate and said adjoining structural member.
US Referenced Citations (15)