U.S. patent number 3,824,750 [Application Number 05/370,845] was granted by the patent office on 1974-07-23 for column connector system.
Invention is credited to Anthony A. Antoniou.
United States Patent |
3,824,750 |
Antoniou |
July 23, 1974 |
COLUMN CONNECTOR SYSTEM
Abstract
A mechanical connector system for interjoining and aligning
tandem related tubular column sections utilizing a unitary cast
connector having a planar platform portion for abutting engagement
with adjacent ends of the column section members, a conical guide
portion extending outwardly on one side of the platform portion and
a depending polygonal flange portion protruding from the opposite
side thereof for interfitting engagement with the interior walls of
related column section members. Ancillary tie-bolt means are also
utilized between structural support framing members associated with
the column sections to positively lock the latter in assembled
position.
Inventors: |
Antoniou; Anthony A. (Oak
Brook, IL) |
Family
ID: |
26898895 |
Appl.
No.: |
05/370,845 |
Filed: |
June 18, 1973 |
Related U.S. Patent Documents
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Application
Number |
Filing Date |
Patent Number |
Issue Date |
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203780 |
Dec 1, 1971 |
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Current U.S.
Class: |
52/79.13;
52/223.4 |
Current CPC
Class: |
E04B
1/34815 (20130101); E04B 1/3483 (20130101) |
Current International
Class: |
E04B
1/348 (20060101); E04b 001/348 () |
Field of
Search: |
;52/79,236,227,637,638,584 ;182/178 |
References Cited
[Referenced By]
U.S. Patent Documents
Foreign Patent Documents
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778,542 |
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Feb 1968 |
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CA |
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55,425 |
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Apr 1967 |
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DT |
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29,383 |
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Jul 1964 |
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DT |
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526,548 |
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Mar 1955 |
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IT |
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669,132 |
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Aug 1963 |
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CA |
|
1,520,408 |
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Apr 1968 |
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FR |
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Primary Examiner: Sutherland; Henry C.
Assistant Examiner: Raduazo; Henry
Attorney, Agent or Firm: Davis, McCaleb & Lucas
Parent Case Text
This is a continuation of application Ser. No. 203,780 filed Dec.
1, 1971 and now abandoned.
Claims
It is claimed:
1. In a building constructed of a plurality of multi-ton modular
building units stacked in superposed and laterally adjacent array
to define the building's interior spaces, partitions and support
structure, such units having corresponding rigid parallelopiped
structural frameworks composed of tubular metal upright frame
members rigidly interconnected at their upper and lower ends by
horizontal ceiling and floor angle frame members, said upright
frame members constituting open-ended hollow sections of vertical
support columns in the assembled building; an improved system for
mechanically interconnecting said units and effecting stable
vertical support columns of the superposed sections thereof
comprising: at each junction of opposing column sections, a rigid
metal connector member, having an elongated conical guide portion
defining the upper end thereof, a planar platform portion integral
with the operationally lower disposed base end of said guide
portion and projecting therebeyond normal to the longitudinal axis
thereof, and a polygonal skirt portion depending from the bottom
side of said platform portion in coaxial alignment with said guide
portion; said skirt portion having a peripheral contour
substantially conforming with the interior cross-sectional
configuration of a column section, but with sufficient clearance to
be freely fitted into the open upper end thereof; each of the
several column sections of an underdisposed building unit being
operationally fitted with a connector member so that plural guide
portions thereof project upwardly for entry into the open lower
ends of the several corresponding column sections of an
overdisposed building unit to be mounted thereon, the conical
surfaces of said guide portions serving to operationally enter said
open lower ends and engage the interior walls of said several
column sections as an overdisposed unit is lowered over an
underdisposed unit, thereby guiding the same into registering
alignment by automatically laterally camming and aligning the
opposing ends of superposed column sections to bring about their
abutting engagement with opposite faces of the said connector
member platform portions therebetween, the adjacent said floor and
ceiling frame members of superposed units thereby being
registeringly aligned; means adjacent the lower end of each column
section forming an open top guide socket adjacent the junction of
each floor frame member therewith, rigid block means, insertably
mounted in each said socket and having a central bore communicating
with an opening through the floor frame member associated
therewith, anchor means mounted on each ceiling frame member
adjacent each junction thereof with the upper end of a said column
section, the same being aligned opposite said bore and opening of a
superposed floor frame member; guard means protectively mounted
adjacent said anchor means and providing a vertical bearing wall
engageable with the under side of a superposed floor floor frame
member outwardly of the junction of opposing column sections with a
said platform portion, and adjustable tensioning means extending
through each said block for positive connection with a said anchor
means thereby rigidly to intertie registeringly aligned floor and
ceiling frame members laterally outwardly of the opposing ends of
said superposed column sections whereby to abuttingly engage the
latter with a said platform portion therebetween with predetermined
frictional force sufficient to prevent relative movement of said
column sections and connector members at each junction thereof as
the building is erected.
2. The invention of claim 1 wherein said connector member is formed
as a hollow unitary metal casting closed over at the apex end of
said guide portion which has a curvilinearly formed exterior.
3. The invention of claim 1 wherein said platform portion is
peripherally configured to conform to the exterior cross section of
the column sections engaged thereby.
4. The invention of claim 1 in which said platform portion extends
past two exterior surfaces of a column section and is formed with
plural coaxially aligned guide and skirt portions extending to
operatively align and interjoin plural pairs of opposing column
sections in tandem relation with the laterally adjacent faces
thereof in contacting relation.
5. The invention of claim 1 wherein the ceiling and floor angle
frame members are mounted with one flange wall vertical and
coplanar with an exterior wall of associated column sections, said
pocket forming means is connected to both walls of a floor frame
member and an exterior wall of a column section, and said guard
means is fixed to both walls of a said ceiling frame member with
the upper end of said vertical bearing wall extending beyond the
upper edge of the vertically disposed wall of the said ceiling
frame member to engage the under face of a said superposed floor
frame member.
Description
This invention generally relates to building structures and more
specifically relates to an improved system for intertying tubular
members to form structural columns comprising independent sections,
each of which comprises one or more tubular members adapted to be
superposed in coaxial alignment with similar members in accordance
with the principles and teachings set out in the application of A.
A. Antoniou, filed in the U.S. Pat. Office June 28, 1971, under
Ser. No. 157,402.
As more fully described in that copending application, a unique
building system employs generally paralellepiped modular units
adapted to be prefabricated in a factory and erected at a building
site to form a complete building. While the specifics of each
modular units need not be described herein in order to understand
the present invention, it is to be noted that such units employ
tubular metal members as upright frame elements between which
additional supporting framework members are connected to effect a
rigidified structure. These upright frame elements, when assembled
in tandem with like elements of adjacent modular units operate to
form structural support columns in the completed building. Each
column of the building comprises one or more superposed sections,
each section of which has one or more like tubular members (usually
one, two or four) adapted to be related in coaxial fashion with
corresponding tubular members of adjacent column sections. In order
to interconnect the modular units into a rigidified whole it is
necessary to interjoin the individual column sections thereof both
laterally and vertically. This is accomplished by connector means
which are insertable into the open ends of tubular column
members.
The features of one form of connector means, fabricated from
several individual elements and adapted to be utilized with
removable guide means for aligning adjacent ends of the tubular
members is fully described in the above referred to application.
The herein disclosed invention is concerned with an improved
connector means for that purpose.
A principal object of this invention is to provide improved
connector means for interjoining tubular members to formulate
structural columns therefrom.
Another important object of this invention is to provide connector
means as aforesaid which demonstrates improved economies of
production, ease of handling and operational strength and
ruggedness.
Still another important object of this invention is to provide
connector means for tubular columns demonstrating improved
capability for interaligning tubular sections and for maintaining
the same in such alignment when building support columns
therefrom.
Having thus described this invention the above and further objects,
features and advantages thereof will appear from the following
detailed description of a preferred embodiment thereof illustrated
in the accompanying drawings, in which:
FIG. 1 is a perspective showing of a structural assembly for
forming a tubular structural column utilizing improved connector
means according to this invention;
FIG. 2 is a cross-sectional view taken substantially along vantage
line 2--2 of FIG. 1;
FIG. 3 is a cross-sectional view of an assembled column connection
taken substantially along vantage line 3--3 of FIG. 4;
FIG. 4 is a top plan view with portions thereof in cross-section,
taken substantially from vantage line 4--4 of FIG. 3;
FIG. 5 is a cross-sectional view taken substantially along vantage
line 5--5 of FIG. 3;
FIG. 6 is a perspective view of column connector means of this
invention for interjoining single tube column sections;
FIG. 7 is a perspective view of the improved connector means for
interjoining two tube column sections; and
FIG. 8 is another perspective view of the improved connector means
for interjoining four tube column sections.
Turning now to the specifics of the illustrated embodiment of this
invention, as set out in the accompanying drawings, particular
reference will initially be made to FIG. 1.
As illustrated in this figure two single tube column sections 20
and 21 are shown in exploded perspective relationship with the
improved connector means 22 of this invention. Angle iron floor
frame members 23 and 24 are disposed at right angles to one another
and rigidly welded to the lower end of column section 20, and
corresponding ceiling frame members 25 and 26 are similarly affixed
adjacent the upper end of tubular column section 21. Ancillary
hold-down means 27 are associated with each of the floor frame
members 23, 24 for connective cooperation with another means 28
secured to the ceiling frame members 25 and 26. It will be
understood that the exploded perspective showing of FIG. 1
represents a column connective structure at one corner of a pair of
superposed frameworks for a modular unit generally of the order
described in the above referred to copending application Ser. No.
157,402, filed June 29, 1971, wherein the two tubular column
sections 20 and 21 are intertied in tandem end-to-end coaxial
alignment to form a rigid support column for a building.
The assembled relationship of the several elements illustrated in
FIG. 1 is set forth more particularly in FIGS. 2 and 3 of the
drawings. As there shown, each of the tubular column sections 20
and 21 is formed as a single standard structural tubing member
having a polygonal cross-section, in this case quadrangularly
square, and cut to desired length, as for example, in the order of
8 feet. In assembly it is intended that the lower end 30 (see FIG.
2) of the upper column section 20 will align registeringly over the
upper end 31 of the lower disposed column section 21 in forming a
tubular column; the connector means 22 of this invention being
installed between such opposing ends 30 and 31 in assembly (see
FIG. 3) and serving to guide the same into coaxial alignment as
illustrated in FIG. 2.
As noted heretofore, the floor frame members 23, 24 are rigidly
affixed to column section 20. More specifically, one end of floor
frame member 23 is fixed to the outer face of one sidewall 33 of
the column section 20 adjacent the lower end 30 thereof as by
welded connection. In a similar fashion floor frame member 24 is
affixed to the adjacent sidewall 34 of the column section 20 (see
FIG. 4). Inasmuch as the particular column section 20 illustrated
is a single tube of square cross-section, the two walls 33 and 34
thereof are related at right angles and thus the attached floor
frame members 23 and 24, normal to walls 33 and 34 are likewise at
right angles to one another. As shown, the frame members 23 and 24
comprise structural elements of standard angle iron formation
having vertical flange walls 36 and 37, respectively integrally
formed with horizontal flanges 38 and 39, respectively. As shown,
the vertical flange walls 36 and 37 of the two frame members 23 and
24 are aligned in coplanar relationship with the outside walls 40
and 41, respectively, of the column section 20 (see FIG. 4). In a
like fashion, the horizontal flange portions 38 and 39 thereof are
aligned in coplanar or flush relationship with the lower end 30 of
the tubular column section.
The structural framework adjacent connector means 22 and related to
the lower disposed column section 21, as previously noted,
comprises the two ceiling frame members 25, 26, each of which is
formed as a standard angle iron having vertical flange portions 45,
46 and horizontal flange portions 47, 48, respectively. (See FIGS.
3 and 5). As shown best in FIG. 1, the ends of the frame members 25
and 26 are abutted against inside walls 49 and 50, respectively, of
the tubular column member 21 and affixed thereto by weld means 51;
such frame members being oriented like the over-disposed frame
members 23, 24, related to column section 20.
As previously mentioned, auxiliary hold-down means 27 are
associated with column section 20 and as best illustrated in FIG. 1
of the drawings such comprise a guide sleeve 55, a bolting block 56
and a tie bolt 57. The bolt 57 is adapted to pass through the
bolting block 56 and an opening 58 formed for that purpose in the
horizontal flange of each of the floor frame members 23 and 24.
There is one such assembly 27 related with each of the frame
members 23 and 24 and each thereof is located immediately adjacent
the column section 20 and attached to the walls 33 and 34
thereof.
The guide sleeve 55 of each assembly 27 comprises a right angle
section member fixed as by weld means 59 and 60 to the inside faces
of the vertical flange walls of the two frame members 23 and 24 and
the respectively related walls 33 and 34 of the column section 20.
Additional welding connection is preferred, as shown at 60a,
between the lower end of the sleeve member 55 and the horizontal
flanges 38 and 39 of the two frame members.
Each sleeve member 54 forms a rough guide pocket 59 with the
adjacent column wall, and associated flange wall 36 or 37 for
sliding reception of a bolting block 56, the latter being formed as
a substantially rectangular metal member of a size to fit
conformably within the guide pocket (see FIG. 4). The length of
block 56 is substantially equal to the inside face dimension of a
vertical flange wall for the structural frame members 23 or 24, so
that the upper end 64 of the bolting block is generally flush with
the upper edge of such vertical flange walls in final assembly.
As will best be recognized from FIGS. 1 and 2 of the drawings, the
main body of the block 56 has a centrally extending bore opening 61
and a cutout opening 62 communicating with such bore opening 61 for
passage of the bolt 57 therethrough.
The tie-down bolt 57 is adapted to pass through the bore 61 of the
block member 56 and the opening 58 formed through the horizontal
flange of the related structural frame member 23 or 24 as the case
may be (see FIG. 2) so that the head end 63 of the bolt bears
against a washer 63a engaging the upper end 64 of the block 56.
In final assembly each tie-down bolt 57 is adapted to cooperate
with an underdisposed internally threaded stud connector socket 65
of anchor means 28 which is welded or otherwise rigidly affixed to
the horizontal flange portion 47 or 48 of a related ceiling frame
member 25 or 26. The anchor means 28 also includes a guard member
66 formed as an angle iron section welded to the interior walls of
the frame members 25 and 26 adjacent the threaded socket members 65
to safeguard the latter from damage and provide undersupport for
the horizontal flanges of frame members 23 and 24 in assembly. It
will be understood, of course, that a socket member 65 is
associated with each of the ceiling frame members 25 and 26 and
that such socket members are aligned for coaxial reception of the
bolt members 57.
Having thus described the various elements ancillary to the
improved connector means 22 of this invention the specific features
and aspects of the latter will now be described.
As best shown in FIGS. 1, 2 and 6 of the drawings, connector means
22 for interjoining two single tube column sections preferably is
formulated as a unitary metal casting. Connector 22 can be
machined, although the preferred method for its formation is by
casting for economy purposes. Be that as it may, it will be
recognized that the makeup of the unitary means 22 includes a
planar platform portion 70, a conical guide portion 71 extending
centrally outwardly of one upper face 72 of the platform portion 70
and a polygonal skirt or flange portion 73 depending from the
opposite or lower face 74 of platform portion 70. Inasmuch as the
particular illustrated embodiment for the tubular column sections
20 and 21 concerns a square tubular formation for the latter, the
platform portion 70 of the connector means 22 is likewise of like
square formation having dimensions conforming to the peripheral
dimensions for the column sections 20 and 21 with which it
cooperates. That is to say, it is preferred that the periphery of
the platform portion 70 terminates substantially flush with the
outside walls of the tubular column sections 20 and 21. Platform
portion 70 is further formed of a thickness substantially
equivalent to the wall thickness of a tubular column member and in
any event of a thickness sufficient to withstand the compressive
loads applied to the column sections in operation.
Formed integrally symmetrical with the platform portion 70 is the
guide means 71 which preferably is formed generally in the shape of
an inverted ice-cream cone although other shapes, such as a bullet
shape may serve as well. As shown, means 71 has a generally
cylindrical base portion 75 immediately adjacent to and merging
with the platform portion 70 and of a diameter substantially
equivalent to the inside tubular dimensions of the column sections
with which it is to cooperate. Thus as shown best in FIGS. 2 and 4,
cylindrical portion 75 cooperates with the square interior
formation of column section 20, by engaging the inside walls of the
latter substantially tangentially at four points, with very little
clearance therebetween. Extending outwardly of the cylindrical
portion 75 is a conical guide portion 76 disposed symmetrically of
the platform portion 70 and terminating in an outer end or tip 77
which is rounded over or with a generous radius.
The skirt portion 73 of the connector means 22 is formed coaxially
of the guide means 71 and extends outwardly of lower face 74 of the
platform portion 70 with quadrangular formation to conform with the
interior configuration of a column section 21 into which it is
inserted in operation. The corners of the quadrangular skirt are
radiused as at 78 and as best noted from FIG. 5 the conforming
configuration of the skirt portion 73 is dimensioned to provide
only slight clearance between its exterior and the interior walls
of the single tube column section 21.
The entire connector means 22 preferably is hollow to reduce weight
and save metal. Therefore, the same is characterized by an internal
hollow chambering 80, seen in FIG. 2 of the drawings, which
communicates openly with the lower end of the skirt portion 73
thereof. While it is not necessary that the connector means 22 be
hollow, again, for economu reasons, it is felt that the hollow
formation is best. It will be noted that the walls of the various
portions 70, 71 and 73 are of a thickness substantially equivalent
to the wall thickness of the column section tube with which the
same cooperates so as to provide equivalent strength and rigidity.
Importantly the skirt portion 73 depends from the bottom face of
the central platform portion a sufficient distance to enter the
upper end of the lower disposed tubular column section 21 and
accurately locate and maintain the connector in its mounted
position on top of the column section 21 without fear of accidental
displacement. At the same time, it is desired that the flange or
skirt portion 73 be readily inserted into and withdrawn from the
tubular column section by a normal manual operation, without the
necessity of special tools. The internesting relationship of the
assembled connector means and the tubular column section 21,
especially the relationship of the skirt portion 73 thereof to the
interior walls adjacent the upper end of such tube section, is
particularly illustrated in FIGS. 2 and 5 of the drawings.
The functioning of the connector means and especially the guide
portion 71 thereof in coaxially aligning two column sections 20
during the assembly of the column, is best illustrated in FIG. 2 of
the drawings. As therein illustrated, the inverted ice-cream cone
or conical guide means 71 is adapted to be inserted into the open
bottom interior or an overdisposed tubular section 20, entering the
open lower end 30 thereof in assembly. As the interior walls of
section 20 engage the conical guide surface of portion 71, lowering
movement of the column section 20 toward the underdisposed section
21, serves to cam the section 20 into coaxial alignment with the
connector means 22 which in turn is coaxially mounted in the
underdisposed column section. As a consequence, the two sections 20
and 21 (see FIG. 3) and the connector means eventually arrive at
coaxial aligned positions with the lower end 30 of the tube section
being disposed in registering superposition with the upper end 31
of the tube section 21, the platform portion 70 being abuttingly
engaged thereby. Once the two tube sections 20, 21 of any column
joint are so aligned and located in assembled relationship with the
connector means 22, the tie-down bolts 57 are threaded into the
stud connector sockets 65 to positively interlock the column
sections for tensile loading.
Having thus described the basic features of the single tube
connector means 22 according to this invention, the modified forms
22a and 22b thereof as shown in FIGS. 7 and 8 readily will be
understood.
As best shown in FIG. 7, for example, connector means 22a is
adapted to interjoin four tubular column members in tandem coaxial
end-to-end relationship. It will be recognized that connector means
22a comprises the same elements and features of the previously
described two tube connector means 22 except for the fact that the
platform portion 70a thereof is substantially twice as long as that
described for connector means 22 and a pair of inverted ice-cream
cone guide portions 71a and depending skirt portions 73a are
provided thereon.
In FIG. 8, a second form of connector means 22b for interjoining
eight column members is shown. A central platform portion 70b
thereof is substantially square and supports four symmetrically
positioned inverted ice-cream cone guide portions 71b on the upper
face thereof. Correspondingly, four shirt portions 73b depend from
the lower face of such platform portion.
Essentially the modified connector means 22a (FIG. 7) comprises two
of the connector means 22 of FIG. 6 integrally interjoined by
central platform portion 70a. The modified connector means 22b of
FIG. 8, similarly, comprises four of the connector means 22
interjoined integrally by the central platform portion 70b
thereof.
Operationally, the multiple tube connector means 22a and 22b, serve
to cluster plural tubular members in each column section, as occurs
when interjoining laterally adjacent modular building units and
when stacking such units vertically. In all cases the connector
means described herein operate to align tubular members coaxially
and to abuttingly engage their opposing ends to provide
sectionalized building columns which are stable in compression and
shear loading. When used in conjunction with the auxiliary
hold-down and anchor means 27, 28 described, or the equivalent
thereof, the resulting column structures carry tension,
compression, bending and shear loads.
Having described the particular embodiment of this invention
illustrated in the accompanying drawings so as to enable those
familiar with this art to understand and practice the same,
* * * * *