U.S. patent number 3,807,116 [Application Number 05/201,413] was granted by the patent office on 1974-04-30 for building panel.
Invention is credited to Edward P. Flynn.
United States Patent |
3,807,116 |
Flynn |
April 30, 1974 |
BUILDING PANEL
Abstract
A panel constructed of interwoven strips with or without
finishing facings wherein a grid woven together provides
exceptional strength, rigidity, and light weight.
Inventors: |
Flynn; Edward P. (East Boston,
MA) |
Family
ID: |
26896721 |
Appl.
No.: |
05/201,413 |
Filed: |
November 23, 1971 |
Related U.S. Patent Documents
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Application
Number |
Filing Date |
Patent Number |
Issue Date |
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798985 |
Feb 13, 1969 |
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Current U.S.
Class: |
52/793.11;
428/116; 52/668; 52/799.14 |
Current CPC
Class: |
E04C
2/36 (20130101); Y10T 428/24149 (20150115) |
Current International
Class: |
E04C
2/36 (20060101); E04C 2/34 (20060101); E04c
002/42 (); E04b 002/28 () |
Field of
Search: |
;52/615,626,668 |
References Cited
[Referenced By]
U.S. Patent Documents
Foreign Patent Documents
Primary Examiner: Perham; Alfred C.
Claims
I claim:
1. A building panel comprising,
a first group of at least three strips having a thickness
approximately 1/16 or less the width running east-west when
disposed in a horizontal plane,
a second group of at least three strips running normal to said
first group in juxtaposition therewith in a north-south direction
in the same plane,
said strips having notches, each of which have a length
approximately the width of said strips and a depth of about 1/2 the
width, alternately placed on the top and bottom sides thereof,
said strips so disposed to have top and bottom notches aligned in
adjacent pieces,
said adjacent east-west strips alternately woven between said
adjacent north-south strips whereby said strips interlock when said
strips are erected in a vertical plane,
a separate strip having notches each with a length approximately
the thickness of a strip and a depth of 1/2 the width along one
side which mates with corresponding notches in said adjacent
strip.
2. A building panel comprising
a first group of at least three strips having a thickness
approximately 1/16 or less the width running east-west when
disposed in a horizontal plane,
a second group of at least three strips running normal to said
first group in juxtaposition therewith in a north-south direction
in the same plane,
said strips having notches each of which have a length
approximately the width of said strips and a depth of about 1/2 the
width, alternately placed on the top and bottom sides thereof,
said strips so disposed to have top and bottom notches aligned in
adjacent pieces,
said adjacent east-west strips alternately woven between said
adjacent north-south strips whereby said strips interlock when said
strips are erected in a vertical plane said alternate east-west
running strips are pulled east while said remaining strips are
pulled west, and further includes,
a separate strip having notches along one side each with a length
equal to the thickness of the strips,
said separate strip placed into said grid structure such that the
strip interlocks with the leading edge of said east pulled strips
and the trailing edge of said west pulled strips.
3. A building panel according to claim 1, which further
includes,
facing panels on both sides with means for securing them in
intimate contact with said grid structure.
Description
This invention relates to a light weight panel structure for use in
construction. Panels for use in floors, walls, ceilings or roofs of
structures must have considerable strength for load bearing.
However, it is also desirable for them to be light weight, such
that they do not add additional load due to their own weight, to
other structures. Such panels can have a variety of facings of
metal, wood veneer, plaster board, and so forth. In certain
applications, the grids will have no facings such as an opened
structure or grating for use in fire escapes and similar
applications.
Many prior art structural grids have been made available. However,
a common drawback of prior art grids is their involved assemblage
and construction. Each element of the grid must be carefully put
together with a mating element or elements in a normal direction
thereto. Each element was very carefully cut out to mate with
another. Once together, if they were of metal, they were welded or
bolted at each and every element.
In order to avoid the expensiveness joining and careful fitting
together of the various elements, the present invention was
conceived. A standard sheet steel is used. The elements are stamped
out as prescribed points, cut to desired lengths, then fitted
together such that they are effectively interwoven. They are so
arranged that they will easily snap into position, then held in
that position by a simple structural means to be explained later.
By the use of a simple standard unit and a quick facile method of
erection, a grid can be produced which is extremely inexpensive and
yet, very strong. If desired a facing of various sheet material can
be butted up against this grid to provide a very strong structural
panel for walls, floors, ceiling or similar type of structure.
During the course of the development of this invention it was
discovered that certain strip could not be assembled under the
general principles of the invention. That is if the thickness of
the strips approaches the width, the structure cannot be assembled.
It was therefore discovered that the width ought to be at least 16
times greater than the thickness in order to be assembled.
Therefore, an object of the present invention is to provide a
simplified interwoven structure.
Another object of the present invention is to provide a building
unit including a light weight strong grid structure.
Another object of the present invention is to provide a single
standard rib which can be used in the production of a grid.
Another object of the present invention is to provide means for
affixing an interwoven grid in a rigid position.
Another object of the present invention is to provide a panel
having a simplified interwoven grid structure with ventilation.
Other objects and advantages of the present invention will be
better understood from the following specifications when read in
conjunction with the attached drawings of which:
FIG. 1 is a rib element of the present structure.
FIG. 2 shows an interwoven grid fabricated from the above
element.
FIG. 3 shows a method of affixing sheet panels and rib structure to
an eye beam.
FIG. 4 shows a method of affixing two faces to interwoven grid
structure producing complete structural panel.
FIGS. 5 A, B, and C show the various top views of alternate methods
of producing interwoven grid structures.
FIG. 6 shows a grid structure having provisions for conduits.
FIG. 7 shows a method of holding the interwoven grids erect.
Referring to FIG. 1, we see the essential elements of the present
invention. Its simplicity and standard feature are an important
part of the present invention. Element 11 has opening 12 and 13
along its top 12 and along its bottom 13 respectively. It will be
noted that they alternate. Openings 12 and 13, are relatively large
compared to opening 32. Opening 32 is shown and will be explained
further as a method of maintaining the interwoven grid structure
erect once fabricated. The larger openings 12 and 13 are functional
when the units are first put together.
Steel strips with notches cut in its upper side 12 and its lower
side 13 is preferred. Element 11 can be made of steel as the
preferred embodiment because of its strength and inexpensive
nature, however, it can also be made of wood, plastics and other
similar material.
Referring to FIG. 2 we see an interwoven grid structure in
accordance with the present invention. Strips 23, 22, 21 and 20 run
in an east-west direction while strips 24, 25, 26 and 27 run in a
north-south or in a normal direction to the other strips. The
structure is laid out in the following manner. Strips 22, and 21
are shown having a bottom notch and a top notch adjacent to one
another. Accordingly the strips are laid out such that they
alternate. We then have three strips 22, 21, and 20 laying down
opposite each other; 22 and 20 will have top and bottom notches
aligned identical to one another, while 21, intermediately place
there between, have top and bottom notches oppositely placed. They
are laid side by side flat and can constitute any number of strips.
Identical strips 25, 26, and 27 are also shown. They are placed
also flat and in such a same manner that adjacent strips have a top
and bottom notch alternately disposed. However, while 25 rests on
top of crossing pieces 20 and 22, it is slipped under piece 21. On
the other hand, the next piece, 26, is slipped into the arrangement
such that it runs under 20 and 22 and over 21. The next piece, runs
oppositely over, under and over; then the next piece is under, over
and under and so forth making up an interwoven grid.
Two separate groups of pieces are placed normal to one another in
this manner: The east-west pieces are first laid down flat in the
number required for the grid. North-south pieces are placed over
these other pieces, however, the strips alternately slip under and
over adjacent pieces to weave the grid. Once this has been
accomplished, the north-south pieces are twisted to a vertical
position, while at the same time the east-west pieces are twisted
also vertical making up a complete grid.
The woven nature of the grid permits uniform loading of all the
east-west, north-south members. Any inequalities in the stamping of
the pieces will be distributed such that loading will nevertheless
be uniform over the entire grid. In as much as vertical loading is
the only type of loading that this structure is permitted to
experience, maximum strength is provided without the necessity of
welding individual pieces at their junctures with adjacent pieces
or with normal pieces. No bolting arrangement is provided to retain
this structure erect, however, some provision must be made to do
so. Accordingly, it will be noted that pieces 24 and 23 are
different from the others. Pieces 24 and 23 have special smaller
notches on the underside and the upperside respectfully. You will
note further that the notches 32 and 31 are smaller longitudinally
than notches 12 and 13 are approximately the thickness of a piece
of the grating material. The purpose of their being the thickness
of the pieces is to permit them to slip over the erect pieces and
therefore lock them in that position. If they were loose fitting
like notches 12 and 13, they would not hold them erect. However,
where the pieces are woven together and then snapped erect,
openings like 12 and 13, as we will demonstrate further, are
necessary in order for the pieces to twist up and become erect.
The above scheme of holding the grid structure erect is not the
only one. Referring for a moment to FIG. 7, we see rings 71. Rings
71 have an outside diameter which is equal to the inside distance
between grids. In other words a grid structure with 4 inch openings
would accommodate a ring with a 4 inch outside diameter. Once the
grid structure is snapped up, these rings are dropped between grids
randomly to hold the structure erect.
When a skin of fiberboard or sheet metal or wood veneer is placed
over the grid structures, as FIG. 4 shows, skin 51 and 52 are
pulled in. The grid pieces 11, press themselves into the skin and
will be held rigidly in place by so doing. In this case both rings
71 of FIG. 7 and special notched pieces 24 and 23 will be made
unnecessary. However, they can be used in construction to hold the
pieces erect if only temporarily until the skins are affixed to the
grid structure.
It is envisioned that many types of fastening arrangements can be
provided to make up panels. Plywood strips with a grid-running
there between can be used and the grids can be bonded by adhesive,
just as the various plies are bonded together in a piece of
plywood, to both pieces of plywood. Such panels could be then
pre-painted and used in the erection of a house or entire wall. One
surface on the inside being the inside house wall and the outside
surface being the outside wall. Most often four by eight panels
will be used in order to accommodate standard panels presently
available; however, larger sizes could be utilized because of their
greater strength.
Another panel structure which is a slight modification of the grid
structure shown in FIG. 2 for use in buildings that might well be
even more important than the above is that of an open structure. In
fire escapes and other open gratings the vertical strips undergo
some twisting forces which may cause the pieces to be turned over.
Accordingly some method must be provided which would firm up the
structure against this twisting motion. This can be easily
accomplished by envisioning some slight modification to the
structure, which are not shown though they can easily be seen, as
follows: Referring now to the grid shown in FIG. 2, assume the
pieces 22, 21 and 20 did not have special notches 31 in their end
section and neither did 27, 26, and 25. Envision further that
openings 12 and 13 were to be part of a 4 inch open grid structure
and were one and one half inches in a linear direction. The notch
depth would be identical in all cases and would be precisely 50
percent of the width of a strip such that two pieces could fit
together when rotated within one another. If east-west pieces 20
and 22 were pulled in a westerly direction and alternate pieces as
21, were pulled in an easterly direction to such an extent that
slight distortion of pieces 27, 26, and 25, were obtained trailing
edge of top opening 12 in pieces 22 and 20 would line up with the
leading edge of adjacent piece, 21. If enough stress were placed on
it, such that alternate edges lined up, a strip 24 could be slid
into position. One strip 24 were in place the stress could be
released. This would provide a rigid open gridwork. The end piece
21 would have to be longer to mate with pieces 20 by approximately
11/2 inch. This could be readily done if alternate strips were cut
off at the trailing edge of the last opening.
Such an open structure as described above would have tension placed
upon all strips that make up the grid. Alternate strips would have
its leading edge pressing very rigidly against the north-south
pieces while the others would have the trailing edges of their
opening pressed very tightly against the north-south pieces. In
making up a 4 by 8 panel for open grid structure, obviously the
east-west members would preferably be the shorter four foot
members.
Referring to FIG. 3, we see a completed panel, with its strips 11
erected. We also see an opening, 44, which could have been cut into
the preselected strips, 11. A U-bolt, or preferably a hook type
bolt, 42, can then be slipped into the opening, 44. An I-beam 41,
and nut 43, could then be taken up tightly to hold the panel in
place.
Referring to FIG. 5, we see the structure of 5A, which presents a
minimal amount of surface area for a given number of strips. Of
course one can add more strips reducing the open area from 4 to 2
to 1 and to perhaps 1/2 inch. However, the structure can be
strengthed by increasing the area by bending the pieces
alternately, as shown in FIG. 5B, or corrugated, as element 61 of
FIG. 5C. These types of elements, 61, and 62 present a larger area
for strength. Referring to FIG. 6, we see elements 11, with opening
12. We also note surfaces 51 and 52, which are plywood, or other
materials, bolted together as shown in FIG. 4, or perhaps glued as
we spoke of earlier. Assuming this were a wall panel for a
building, then an opening, 65, in the strips, 11, could be provided
and conduits for wire or water or the like, 67, provided. We also
note that openings, 12, could be utilized for fishing cable through
and furthermore that they would provide excellent ventilation, such
that moisture damage would be obviated. It is also envisioned that
a panel of this nature could be used such that a 4 by 8 panel would
have its sides and ends tightly sealed with warm air fed at one
end. An outside surface could then be cut anywhere and a duct face
put therein. Warm air heating would be supplied conveniently.
Strips, 11, for wall panels and floor panels and for that matter,
roof panels, where a substantial snow load is expected, would be
preferably 1/8 inch. These 4 by 8 panels could be placed on
stringers that were 4 feet apart, as opposed to 2 by 6's placed 2
feet apart. 2 by 8's could be used and placed further apart with
these panels in the ordinary home structure. In a building where
I-beams were available they could be spaced on the order of 6 or 12
feet apart. However, the closeness of the grid panel would have to
be much tighter even with 1/8 inch steel pieces. The width of a
strip would be 2 inches in most cases and the openings 12, would
then be 1 inch deep. The length of the opening, 12, would then be
no less than 1 inch, provided of course that a 4 inches or larger
gridwork were desired. In open structures the materials again could
be 1/8 inch steel. However, in suspended ceilings with virtually no
load, the grid could then be made of sheet metal as thin as 20
gauge. In any event the ratio of width to thickness is
approximately 16 or higher in order to function properly.
Those skilled in the art may make many substitutions and variations
in the above specific embodiments without departing from the true
scope and spirit of the present invention. Accordingly, I wish only
to be limited by the appended claims.
* * * * *