U.S. patent number 3,893,271 [Application Number 05/401,426] was granted by the patent office on 1975-07-08 for basic beam structural member and structures built therefrom.
Invention is credited to Joseph C. Kotlarz.
United States Patent |
3,893,271 |
Kotlarz |
July 8, 1975 |
Basic beam structural member and structures built therefrom
Abstract
Disclosed is a high-strength, lightweight, basic beam of a
single shape which can serve as a column, truss, girder, jamb or
other structural member whereby an entire structure can be built
using the same basic beam for all of the structural members. The
basic beam structural member comprises a unitary, elongated rigid
beam having a pair of parallel, opposed channel-shaped portions
connected by a pair of spaced walls positioned inwardly from the
sides of the channels to define a longitudinally extending slot
therebetween and a pair of opposed recesses. A metal or plastic
rectangular shaped tube is inserted in the longitudinal slot to
provide extra strength and facilitate interconnecting of the
structural members.
Inventors: |
Kotlarz; Joseph C. (Village of
Mundelein, IL) |
Family
ID: |
23587711 |
Appl.
No.: |
05/401,426 |
Filed: |
September 27, 1973 |
Current U.S.
Class: |
52/168; 52/220.2;
52/223.8; 52/293.3; 52/223.4; 52/204.591; 52/274; 52/295 |
Current CPC
Class: |
E04B
1/24 (20130101); E06B 3/6205 (20130101); E04B
2001/2463 (20130101); E04B 2001/2481 (20130101); E06B
2003/6267 (20130101); E06B 2003/6223 (20130101); E04B
2001/2415 (20130101); E04B 2001/3583 (20130101) |
Current International
Class: |
E04B
1/24 (20060101); E06B 3/62 (20060101); E06B
3/58 (20060101); E04B 1/35 (20060101); E04B
001/92 (); E04B 001/24 () |
Field of
Search: |
;52/403,220,475,295,729,227,23,243,168,241,274,240,235,495
;239/207-209 |
References Cited
[Referenced By]
U.S. Patent Documents
Foreign Patent Documents
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|
|
|
|
|
|
1,104,160 |
|
Apr 1961 |
|
DT |
|
796,853 |
|
Jun 1958 |
|
GB |
|
642,051 |
|
Jan 1960 |
|
IT |
|
Primary Examiner: Abbott; Frank L.
Assistant Examiner: Braum; Leslie A.
Claims
What is claimed is:
1. A building structure assembled from a plurality of the same
basic beam structural members, said structure comprising:
parallel, spaced, generally horizontally and vertically disposed
basic beam structural members arranged in transverse relation to
each other;
said horizontal members being engaged with said vertical members at
preselected vertical heights thereon to form a framework structure
with the vertical members; and
fastening means for said horizontal members to said vertical
members in a secure abutting relation;
each of said horizontal members and said vertical members
comprising an integral, elongated rigid structure having a pair of
parallel, spaced, opposed U-shaped channel members, each said
channel member having an end face and two side walls, and said side
walls of each said channel extending towards and in a spaced,
parallel relationship with the walls of the other channel member
said U-shaped channel members defining passageways therein, one of
said U-shaped channel members having an open face to provide access
to the passageway therein;
a pair of longitudinally extending, opposed recesses in the side
walls of said U-shaped channel members, said recesses being formed
by walls projecting inwardly from the respective side walls of the
channel members, and a pair of spaced walls disposed between the
inwardly projecting walls to thereby connect the opposed channel
members, the pair of spaced walls defining a longitudinally
extending slot therebetween;
a reinforcing member disposed within the longitudinally extending
slot, said member being coextensive with the length and width of
the slot; and
a cable disposed in the passageways of an interconnected vertical
member, uppermost horizontal member forming a truss, and opposing
vertical member, said cable being anchored to the foundation at
each end thereof at the bottom of each of the opposing vertical
members to thereby provide extra rigidity to the assembled
structure.
2. The building structure of claim 1 including an angle support
positioned in the corner formed by the vertical members and the
truss to guide and retain said cable.
3. The building structure of claim 2 wherein said cable includes a
forked member on either end thereof and tightening means
intermediate the ends, said forked members being fastened to a bar
inserted in the foundation upon which said structure rests.
4. The building structure of claim 1 wherein the fastening means
for fastening the horizontal members to the vertical members
comprises a supporting bracket disposed in the recess in the
vertical member and the opposing recess in the horizontal member,
said supporting bracket being fastened to both members to thereby
maintain said members in a secure abutting relation.
5. The building structure of claim 4 including a solid bar disposed
in the slot in the horizontal member, said bar extending into the
recess in the vertical member and in abutment with the wall in the
vertical column to thereby facilitate attachment of the supporting
brackets.
6. The building structure of claim 5 including a base plate, said
base plate resting on a sheet of fluorocarbon plastic, and a
slide-bearing block disposed in the recess in the base plate facing
said sheet, said sheet and block permitting slight movement of the
structure as well as providing a seal against snow and water.
7. The building structure of claim 5 including a fluid conduit
disposed in the passageways in the horizontally and vertically
disposed structural members.
8. The building structure of claim 7 including spaced sprinkler
heads positioned along said fluid conduit to provide a fire
protection system.
9. The building structure of claim 1 including gaskets disposed
within the framework structures formed by the vertical and
horizontal members, and panels fitted within the gaskets.
Description
BACKGROUND OF THE INVENTION
Primarily due to the increased cost of conventional construction,
which requires on-site forming and fitting of structural members as
well as construction of heating, cooling and electrical systems,
efforts have been made to pre-engineer portions of or entire
structures. Examples are pre-fabricated walls which incorporate
water and electrical systems. For larger structures or those
incorporating large glazing panels, efforts have been made to
pre-engineer the framework structures in order to simplify
construction and thereby achieve an economy. An example is the
United States Steel Corporation's ULTIMET framing system which
provides curtain walls, windows and doors. With this system, the
components are shipped "knocked down" to the job site ready to
erect. U.S. Pat. Nos. 3,357,145 and 3,436,887, issued Dec. 12, 1967
and Apr. 8, 1969 respectively, disclose curtain wall structures.
Such systems and structures are not load bearing, however, curtain
walls being designed to enable architects to utilize both fixed
glass or operable sash on the exterior of a building at economical
costs. With such curtain walls, vertical mullions are anchored to a
building structure and horizontal members are assembled thereto in
interlocking fashion. While such curtain wall structures provide
economy, simplicity, appearance and ease of assembly, they are not
load-bearing and are fabricated from a multiplicity of different
components. U.S. Pat. No. 3,415,024 issued Dec. 12, 1968, discloses
building structures of the type incorporating glazing panels fitted
within a framework structure such as translucent curtain walls,
patio roofs, skylights, swimming pool enclosures and solariums and
which comprise a supporting framework of hollow channel-like
members having a fluid-flow manifold system therein for heating and
cooling the structure. While entire structures, such as a swimming
pool enclosure, are disclosed and in which the framework is
supporting, each structural member such as the columns, girders and
trusses are of a different design necessitating separate
fabrication of each structural member.
SUMMARY OF THE INVENTION
The present invention relates to a high-strength, lightweight,
basic beam of a single shape which can serve as a column, truss,
mullion, purlin, header, sill, girder, jamb, threshold, top or
bottom plate and thereby provide a basic beam structural system.
Accordingly, an entire structure can be built using the same basic
beam for all of the structural members. Such a high-strength,
lightweight, basic beam structural system can be applied to a
pre-engineered or conventional structures and is flexible in its
application to various geometrical shapes and forms. Further, the
basic beam of the present invention provides predetermined costs,
total design, interchangeable components, minimum maintenance and
is adaptable to future expansion.
Briefly, the basic beam structural member of the present invention
comprises a unitary, elongated rigid beam having a pair of
parallel, opposed channel-shaped portions connected by a pair of
spaced walls positioned inwardly from the sides of the channels to
define a longitudinally extending slot therebetween and a pair of
opposed recesses. One side of one of the channels can be left open
to provide a readily accessible passageway for electrical or
fluid-flow systems. A metal or plastic rectangular shaped tube can
be inserted in the longitudinal slot to provide extra strength and
prevent buckling, particularly under compressive loads. By suitably
interconnecting the various structural members, all of which
comprise the same basic beam structural member, an entire structure
can be assembled. A rigging cable, anchored to the foundation of
the structure and positioned within the outermost channel of
opposing columns and the interconnecting truss can provide
additional rigidity to the structure.
Preferably, the basic beam structural members of the present
invention are fabricated of stainless steel such as type 301, 302,
304 and 316. Stainless steel provides high strength and outstanding
corrosion and fire resistance and, having good ductility and
formability, can be fabricated by roll-forming techniques on
roll-forming equipment.
BRIEF DESCRIPTION OF THE DRAWINGS
The invention can be better understood by reference to the
following detailed description when considered in connection with
the accompanying drawings wherein:
FIG. 1 is a fragmentary perspective view of a basic beam structural
system comprising a vertical column and interconnected base plate,
top plate, truss, transom plate and horizontal members;
FIG. 2 is a vertical cross-section of the truss portions of a
structure having a dome-like top and illustrating the positioning
of gaskets and glazing panels;
FIG. 3 is a perspective view, partially in cross-section,
illustrating the positioning of gaskets and glazing panels in a
vertical column of the present invention;
FIG. 4 is a perspective view of a basic beam structural member of
the present invention having a heating and cooling unit
therein;
FIG. 5 is a fragmentary side elevation of a vertical column and
attached bottom plate, truss and transom plate and illustrating the
positioning of a reinforcing cable therein;
FIG. 6 is a section taken along the line 6--6 of FIG. 5;
FIG. 7 is a vertical cross-section of a bottom plate illustrating
the positioning of gaskets and wall panels therein;
FIG. 8 is a vertical cross-section illustrating anchoring of a
vertical column, base plate and reinforcing cable; and
FIG. 9 is a horizontal cross-section of a vertical column having a
heating and cooling unit and reinforcing cable therein and
supporting brackets attached thereto.
DETAILED DESCRIPTION OF THE INVENTION
FIGS. 1 through 9 of the drawings illustrate the high-strength,
lightweight, basic beam of the present invention and exemplary
construction employing the same basic beam for all of the
structural members. As best seen in FIG. 4, the high-strength,
lightweight, basic beam 10 of the present invention comprises an
integral, elongated, rigid structure 11 having a pair of opposed
channel-shaped portions 12, 13 connected by a pair of spaced walls
14, 15 positioned inwardly from the respective sides 16, 17, 18 and
19 of the channel-shaped portions 12, 13 to define a longitudinally
extending slot 20 therebetween and a pair of longitudinally
extending, opposed recesses 21, 22. The front face 23 of the
channel-shaped portion 13 is left open for the purpose hereinafter
described. As best seen in FIG. 9, the edges 24, 25 of the front
face 23 are crimped inwardly to form lips 26, 27 for added
strength. Likewise, to add strength, bars 28 can be spaced along
the length of the front face 23 and attached thereto by welding
them to the lips 26, 27. In use, the basic beam 10 is positioned
with the open face 23 directed to the inside of the structure being
built and can thereafter be covered with a decorative panel 29. The
passageways 30, 31 within the channel-shaped portions 12, 13 of the
basic beam 10 can be utilized for telephones, electrical, water or
heating and cooling systems and the like. In the embodiment
illustrated, the passageway 31 in the channel-shaped portion 13,
having an open face 23 contains a fluid conduit 32 with fins 33
attached thereto and can be used for heating or cooling purposes.
To provide rigidity and facilitate the attachment of supporting
brackets and the like, a rectangular reinforcing bar 34 is disposed
within the longitudinal slot 20 of the basic beam 10, formed by the
walls 14, 15 connecting the channel-shaped portions 12, 13; the bar
34 being coextensive with the length and width of the slot 20. The
bar 34 may be hollow as illustrated or solid and may be made of a
suitable plastic material as well as metal.
FIGS. 1 and 5 illustrate a structure 40 assembled from the basic
beam structural member 10 of the present invention and comprising a
vertical column 41, base plate 42, top plate 43, truss 44, girders
45, transom plate 46 and horizontal members 47, all having the same
configuration and interconnected together which, when assembled
with similar structures, form a complete building structure.
Referring to FIGS. 1, 5, 6 and 8, the vertical column 41 is
anchored in a preformed opening 51 in the concrete foundation 50.
The vertical column 41 rests on an anchor post block 52 which in
turn rests on a plate 49 which also seals the bottom of the opening
51. Preferably, the anchor post block 52 is made of stainless steel
or fluorocarbon and the plate 49 of stainless steel. Epoxy cement
can be used to further anchor the vertical column 41 in place. As
illustrated in FIG. 8, after the vertical column 41 is anchored in
place in the foundation 50, the bottom plates 42 are positioned on
the foundation 50 and fastened to the column 41 by means of
L-shaped supporting brackets 53, 54 which are placed in the
recesses of the vertical column 41 and bottom plates 42 in contact
with both members and riveted or otherwise fastened thereto.
Likewise, the horizontal members 47 are positioned against the
vertical column 41 and similar opposed columns (not shown) and
fastened thereto with supporting brackets 63, 64 placed in both the
recesses 21, 22 in the channel-shaped portions 12, 13 of horizontal
members 47 or other basic beam regardless of which structural
member it may be. Thus, the top plate 43, truss 44, girders 45 and
transom plate 46 can be attached to the vertical column 41 in the
same manner.
When two basic beams 10 are positioned at right angles to each
other for assembly, such as the vertical column 41 and base plates
42 illustrated in FIG. 8, the end 35 of one of the basic beams 10
rests against the sides 58, 59 of the other beam 41 so that a space
remains between the end 35 of the one beam 10 and slot 20 formed by
the walls 14, 15 (FIG. 4) of the other beam. Accordingly, to
facilitate attachment of the L-shaped supporting brackets 53, 54 to
the vertical column 41 and base plates 42, a short section of a
solid bar 57 is positioned in the slot 20 of the base plate 42
extending into the recess 56 in the vertical column 41 and in
abutment with the wall 60 in the vertical column 41 (see FIG. 1).
As illustrated in FIG. 8, rivets 61 or other fastening means can
then be utilized to fasten the brackets 53, 54 to the bars 57 in
the base plates 42. In the same manner, rivets 62 can be used to
fasten the brackets 53, 54 to the vertical column 41. Likewise,
horizontal members 47, girders 45, transom plates 46 and all other
structural members lying in a horizontal position can similarly be
fastened to the vertical structural members or columns. As can be
seen in FIGS. 1 and 5, horizontal members 47 and other horizontal
structural members positioned intermediate the ends of the vertical
structural members such as column 41 can be fastened by brackets
63, 64 placed in both the upper and lower recesses 21, 22 (FIG. 4)
in the horizontal structural members 47.
To provide extra rigidity to the assembled structure 40, a rigging
cable 66 can be placed in the passageway 30 of the vertical columns
41 and truss members 44. As can be seen in FIGS. 5, 8 and 9, the
rigging cable 66 is positioned in the passageway 30 of the vertical
column 41 and truss 44 and has a forked member 67 on one end and a
turnbuckle 68 on the other end. The cable 66 is anchored to the
foundation 50 by fastening the forked member 67 to a bar 69, which
passes through the plate 49 and into the foundation 50, by means of
a pin 70 inserted through openings in the forked member 67 and bar
69 (FIG. 8). Similarly, cable 66 is placed in the opposed vertical
column (not shown) and the turnbuckle 68 is then tightened through
the open front face 23 (FIG. 4) of the truss 44. Preferably, to
minimize the possibility of the cable 66 being cut at the point at
which it enters the passageway 30 in the truss 44 (FIG. 5), an
angle-shaped support bar 71 is positioned in the corner formed by
the vertical column 41 and the truss 44 (see FIG. 5). A groove (not
shown) in the outwardly facing surfaces of the support 71 guides
and retains the cable 66.
The angle support bar 71 is inserted in the slots 20 in the
intersecting vertical column 41 and truss 44 and attached thereto
and consequently also serves to fasten the two members together. As
can be seen in FIG. 7, the base plate 42 rests on a sheet 72 and a
slide-bearing block 73 is placed in the lower recess 30 in the base
plate 42. The sheet 72 and bearing block 73 are preferably made of
fluorocarbon plastic and, together with the anchor post blocks 52,
permit slight movement of the structure 40 due to wind or other
stresses as well as provide a seal against snow and water.
After the structure 40 is assembled from the basic beam structural
members 10 as described, glazing panels or wall panels can be
installed in the resulting framework to complete the building or
structure 40. FIGS. 2, 3 and 7 illustrate the gasket system 75 for
placing in either of the recesses 21, 22 in the basic beam
structural member 10 for retaining the glazing 85 or wall panels
80. The gasket system 75 is reversible and comprises a generally
L-shaped pillow block 76 having an elongated portion 77 engageable
with one side 81 of the panel 80 and a shoulder 78 projecting from
the elongated portion 77 and extending to the other side of the
panel 80, upon which the panel 80 can rest, and an opposing insert
portion 79 of elongated shape and engageable with the side 82 of
the panel 80 opposite the side 81 of the panel 80 engageable with
the elongated portion 77 of the pillow block 76. Ribs 83 are
preferably formed in the sides of the gaskets 76, 79 engageable
with the walls of the recess 20 or with each other and help to keep
the gasket system 75 from slipping due to vibration caused by wind
or other forces. As illustrated in FIG. 7, the wall panel 80 is
glazed from the inside of the structure 40. The pillow block 76 is
put in place in the recess 20 of the base plate 42 and other
structural members forming the framework and then the wall panel 80
is positioned on the shoulder 78 of the pillow block 76 and in
engagement with the elongated portion 77. The insert portion 79 of
the gasket system is subsequently put in place in the recess 20,
from the inside of the structure in engagement with the side 82 of
the panel 80 and the shoulder 78 of the opposing pillow block 76 to
thereby retain the wall panel 80 in place. If desired, the position
of the pillow block 76 and insert portion 79 can be reversed so
that the wall panel 80 can be glazed from the outside. Glazing
panels 85, which can be made of glass or plastic, are glazed in the
same manner, as illustrated in FIGS. 2 and 3.
The gasket system 75 is preferably made of neoprene and, being
resilient, permits some expansion and contraction of the wall panel
80 or glazing panel 85 thereby minimizing any cracking of the
panels or leaking.
FIG. 2 illustrates the arrangement of a top plate 43 and girder 45,
gasket system 75 and glazing panel 85. As illustrated, a dome panel
87 is installed to cover the structure 40, the dome panel 87 being
held in place by means of a retaining clip 88 and gasket system 75
combination.
The versatility of the basic beam structural member 10 of the
present invention permits a variety of designs and combinations.
FIGS. 5 and 6 illustrate a honeycomb panel 90 installed in the
opposing passageways 31 of the truss 44 and transom plate 46
members with spaced struts 91 affixed to both members to provide
additional support and strength. Likewise, if desired, insulation
93 can be installed in the passageway 30 of the basic beam
structural members 10 of the building structure 40 which face the
outside. If made of reinforced plastic, the insulation 93 will
strengthen and stiffen the structural member as well as provide
insulation. As previously described, a fluid conduit 32 can be
positioned in either of the passageways 30, 31 of the basic beam
structural members 10 for heating or cooling of the building
structure 40. Similarly, a sprinkler system can be installed by
positioning sprinkler heads 95 along the conduit 32 in the truss 44
or transom plate 46 as illustrated in FIG. 6. Likewise, sprinkler
heads 95 can be placed in any of the other structural members,
including the vertical columns 41.
As is readily apparent, a complete structural framework can be
assembled from structural members fabricated from the same
high-strength, lightweight, basic beam structural member 10 of the
present invention. Additionally, the basic beam structural system
is flexible in its application, can be easily and economically
assembled, and can be utilized for the installation of heating and
cooling systems, electrical and communication systems, as well as
sprinkler systems.
* * * * *