U.S. patent number 3,845,592 [Application Number 05/382,372] was granted by the patent office on 1974-11-05 for system for modular construction.
Invention is credited to Jaime Patena.
United States Patent |
3,845,592 |
Patena |
November 5, 1974 |
SYSTEM FOR MODULAR CONSTRUCTION
Abstract
A building structure composed essentially of components for a
system of modular construction, including bottom angle members
defining an L-shaped recess about the periphery of a slab
foundation, structural post members positioned within the recess
and spaced from the bottom angle members, truss members held by
pairs of post members so as to span the distance across the
foundation, and top angle members likewise spaced from the post
members and positioned so as to avoid interference with the truss
members. The building structure is completed by positioning
prefabricated panel members between the post members and the top
and bottom angle members, and placing prefabricated roof panels
upon the truss members. The upright post members can be structural
steel I-beams provided with flange extensions forming slots to
receive the truss members. The wall panels can abut behind the post
members, and can have cooperating recesses to receive the truss
members. The described system of modular construction facilitates
rapid assembly of a building structure with unskilled labor, and
without use of nails or like penetrating means.
Inventors: |
Patena; Jaime (Stockton,
CA) |
Family
ID: |
23508669 |
Appl.
No.: |
05/382,372 |
Filed: |
July 25, 1973 |
Current U.S.
Class: |
52/93.2; D25/22;
52/281; 52/483.1; 52/293.3; 52/263 |
Current CPC
Class: |
E04B
1/24 (20130101); E04B 2001/2463 (20130101); E04B
2001/2481 (20130101); E04B 2001/249 (20130101) |
Current International
Class: |
E04B
1/24 (20060101); E04b 001/24 () |
Field of
Search: |
;52/263,92,93,264,274,281,293,299,483,729,732 |
References Cited
[Referenced By]
U.S. Patent Documents
Foreign Patent Documents
Primary Examiner: Murtagh; John E.
Assistant Examiner: Braun; Leslie A.
Attorney, Agent or Firm: Flehr, Hohbach, Test, Albritton
& Herbert
Claims
I claim:
1. In a system for modular construction, a series of elongate
outwardly facing bottom angle members forming an integral part of
the foundation of a building structure, said angle members having
upright portions coincident with a periphery of said foundation,
upright post members attached to said bottom angle members along at
least two opposite sides of said building structure, said post
members being spaced outwardly and at a predetermined horizontal
distance from the upright portions of said angle members, said post
members having upstanding attachment means at their tops, a series
of prefabricated truss members supported by pairs of said post
members positioned on said opposite sides of the building structure
and held in place by said attachment means, each of said truss
members spanning the horizontal distance between a supporting pair
of said post members, elongate outwardly facing top angle members
interconnecting said post members at a spaced vertical distance
above the bottom angle members on said two sides of the building
structure, said top angle members having upright portions spaced
inwardly at substantially said predetermined horizontal distance
from said upright post members, a plurality of prefabricated wall
panels positioned with respect to said upright post members so that
top portions of said panels are held between said top angle members
and said post members and bottom portions of said wall panels are
held between said bottom angle members and said post members, and a
plurality of prefabricated roof panels attached to and supported by
said truss members, said upright post members, truss members, wall
panels, and roof panels combining to form an essentially complete
building structure.
2. A system for modular construction as in claim 1 wherein said
foundation is a slab foundation and said bottom angle members
include upright portions defining an exterior boundary of said slab
foundation.
3. A system for modular construction as in claim 2 wherein said
bottom angle members are structural steel members of substantially
L-shaped cross section.
4. A system for modular construction as in claim 1 wherein said
upright post members are structural steel I-beams arranged so that
the flange portions are perpendicular to the plane of a wall formed
by said wall panels.
5. A system for modular construction as in claim 4 wherein each
said post member is mounted on a base plate which is rigidly
secured to one of said bottom angle members.
6. A system for modular construction as in claim 1 wherein each of
said truss members includes a substantially horizontal strength
member and at least one inclined strength member secured thereto by
truss bracing members, said inclined member establishing the roof
plane of said building structure.
7. A system for modular construction as in claim 6 wherein top
angle members are of T-shaped configuration.
8. A system for modular construction as in claim 1 wherein each of
said top angle members including said upright portion is a
structural steel member, said upright portion being arranged so
that it is parallel to and coincident with the top of a wall panels
and is horizontally spaced inwardly from an upright post member a
distance approximating the thickness of said wall panel.
9. A system for modular construction as in claim 1 wherein adjacent
upper corners of said wall panels are cut away to provide recess
means dimensioned to facilitate reception of a truss member within
the attachment means of an upright post member in front of the
abutting vertical edges thereof.
10. A system for modular construction as in claim 1 wherein
adjacent vertical edges of said wall panels abut at positions
behind said upright post members.
11. A building structure composed essentially of components useful
in a system of modular construction, comprising: a generally
rectangular slab foundation, a series of structural bottom angle
members having an upright portion, said bottom angle member
defining the peripheral boundary of said slab foundation and
forming a continuous outwardly opening L-shaped recess in the edge
thereof, a series of upright structural post members attached to
said bottom angle member at spaced position along at least two
opposite and parallel sides of said slab foundation, said post
members being supported adjacent the L-shaped recess formed by said
bottom angle members and at a predetermined horizontal distance
outwardly from the upright portions thereof, said predetermined
horizontal distance approximating the thickness of wall panels
received between said bottom angle members and said upright post
members, each of said post members being provided with upstanding
spaced apart attachment means defining transverse slots at the tops
thereof, a series of structural top angle members defining upper
peripheral boundaries for said wall panels, end portions of said
top angle members being supported at their ends on the upstanding
attachment means of said post members so as to avoid interference
with the transverse slots in said attachment means, said top angle
members likewise being spaced at said predetermined horizontal
distance inwardly from said post members to thereby accommodate the
thickness of said wall panel members, said top angle members also
being in horizontal alignment with said bottom angle members, a
series of prefabricated truss members defining the roof planes of
said building structure, each of said truss members extending
horizontally through the transverse slots of at least two post
members so as to span the horizontal distance between said post
members, said truss members being thereby supported at a
predetermined vertical distance above said slab foundation, a
plurality of prefabricated wall panels of vertical dimension to be
received between said top and bottom angle members and of
horizontal dimension sufficient to span the distance between
adjacent upright post members on a common edge of said slab
foundation, said prefabricated wall panels being provided with
corner recesses in upper portions thereof to accommodate said truss
members, and prefabricated roof panel members attached to and
supported by said truss members, said slab foundation upright post
members, top and bottom angle members, wall panels, and roof panels
defining a substantially complete building structure.
12. A building structure as in claim 11 wherein said upright post
members are steel I-beams having web portions parallel to the plane
of said wall panels and flange portions perpendicular to the plane
of said wall panels.
13. A building structure as in claim 12 wherein said I-beams are
provided with integral bottom plate members, said bottom plate
members being provided with apertures to facilitate attachment to
said bottom angle members.
14. A building structure as in claim 12 wherein the upstanding
attachment means of said post members are formed as extensions of
the flange portion of said I-beams.
15. A building structure as in claim 11 wherein said bottom angle
members are provided with vertical portions protruding above the
plane of said slab foundation, said vertical portions being
provided with apertures cooperating with attachment means in
engagement with lower portions of said prefabricated wall panels.
Description
SUMMARY OF THE INVENTION AND OBJECTS
This invention relates generally to systems for modular
construction, and more particularly to such systems making use of
preformed and prefabricated components that can be readily mounted
on a slab foundation so as to facilitate rapid assembly at the
construction site.
In general, it is an object of the invention to improve upon
systems for modular construction of the type described,
particularly with respect to means by which upright post members
can be rapidly assembled upon a foundation in conjunction with roof
truss members, in such fashion as to facilitate placement and
attachment of preformed roof and wall panels without use of nails
or like attachment means.
It is another object of the invention to provide a system for
modular construction of the type described employing readily
available structural components such as steel I-beams and angle
members, in conjunction with preformed panel and truss members,
whereby a substantially completed building structure can be
assembled in a minimum of time.
A further object of the invention is to provide a system for
modular construction wherein the components are easily and
inexpensively manufactured, easily transported to the construction
site, and easily employed in the erection of buildings of
predetermined architectural design.
A still further object of the invention is to provide a system for
modular construction employing available and preformed components,
which requires only a minimum of on-site labor for erection and
finishing procedures to prepare the building for occupancy.
A still further object of the invention is to provide a system for
modular construction of the type described which facilitates rapid
assembly of a building structure with unskilled labor, and without
the use of nails or like penetrating means.
A still further object of the invention is to provide a system for
modular construction of the type described which enables a building
structure to be readily assembled and used, and just as easily
disassembled for transport and use at another building site.
Additional objects and features of the invention will appear from
the following detailed description of the same, and from the
drawings.
BRIEF DESCRIPTION OF THE DRAWINGS
FIG. 1 is an isometric view of a building structure employing
components for a system of modular construction embodying the
invention.
FIG. 2 is a like view showing a partially completed stage of
construction, prior to attachment of any roof or wall panels.
FIG. 3 is a fragmentary isometric view showing a group of
prefabricated wall panels as aligned for assembly on the framework
of FIG. 2.
FIG. 4 is an enlarged view in vertical section along the line 4--4
of FIG. 1.
FIG. 5 is an enlarged detail view, in section and elevation, of the
portion 5--5 of FIG. 4.
FIG. 6 is a like view along the line 6--6 of FIG. 5.
FIG. 7 is a detailed view in perspective, with parts in phantom,
particularly illustrating the means for attachment of truss and
panel members at the top of an upright post member.
FIG. 8 is a like view, particularly illustrating the means for
attachment of post and panel members at the bottom of an upright
post member.
FIg. 9 is a detailed view, like FIG. 8, illustrating assembly of
post and angle members at a corner of a building structure
according to the invention.
DETAILED DESCRIPTION OF PREFERRED EMBODIMENTS
The present invention generally provides a system for modular
construction wherein use is made of available or readily fabricated
modular components, and which facilitates the rapid construction of
residences, offices, and like structures intended for human
habitation.
In a completed building structure, the modular components include a
series of bottom structural angle members which define the
peripheral boundaries of a slab foundation, and a series of upright
structural I-beams or like post members which are mounted at a
predetermined spaced distance from the angle members. The post
members are arranged in parallel fashion on opposite sides of the
slab foundation, and have upstanding recessed attachment means to
receive and support horizontal truss members. Top structural angle
members are mounted adjacent the top of the post members, likewise
at a predetermined spaced distance from the post members, and in
parallel, vertically spaced relation with respect to the bottom
angle members. The top angle members are also positioned so as to
avoid interference with the recessed attachment means for the truss
members. The latter span the distance between the two lines of
parallel post members and provide a means for attachment and
support of roof panels. The building structure is completed by a
series of prefabricated wall panels which are of a thickness to be
received between the upright post members and the top and botom
angle members, and which are dimensioned to span the longitudinal
distance between the post members. Preferably the wall panels are
prefabricated to provide both interior and exterior wall surfaces
for the structure, and to abut behind the post members so as to
avoid exposure of seams on the exterior of the building structure.
Top portions of adjacent wall panels can also be provided with
cooperating corner recesses to facilitate passage of a truss
member.
In general, the structural steel angle members and I-beams used as
posts, can be obtained from commercial sources of supply for such
construction materials. The wall panels can also be obtained from
commercial sources, with but little variation in the manufacturing
procedure or instructions to the manufacturer. The disclosed system
for modular construction thus makes possible the rapid and
efficient erection of building structures according to virtually
any architectural plan, with use of available unskilled labor, and
in periods of time which are a fraction of the times normally
required for similar construction.
Referring to the drawings in detail, 10 indicates a building
structure wherein modular components according to the invention
(visible from the exterior of the building) include a foundation as
generally represented at 12, a series of upright post members 14
arranged in parallel fashion along two sides of the foundation,
wall panels 16 of various types and configurations, and roof panels
18. As particularly illustrated in FIGS. 2, 4 and 8, the foundation
12 is in the form of a concrete "slab," wherein the peripheral
boundary is defined by a series of structural L-shaped angle
members 20. It is a particular advantage of the described system,
that the angle members 20 can be rapidly and accurately positioned
adjacent the upright post members 14, thereby insuring proper
placement of the wall panels 16 at the time of erecting the
building structure 10. In this regard, the angle members 20
cooperate in the formation of a generally L-shaped, outwardly
facing recess 21 in the upper peripheral boundary of the slab
foundation, wherein the upstanding post members 14 are positioned
at a predetermined spaced distance from upright portions 22 of the
angle members. Thus, as particularly illustrated in FIG. 8, the
L-shaped angle member 20 has an upright portion 22 which is spaced
at a distance 24 from the post member 14, which distance
approximates the thickness of the wall panels 16.
With further reference to FIG. 8, it will be seen that each of the
post members 14 can be provided with a base mounting which
preferably is in the form of a plate 26, welded or otherwise
integrally secured to the bottom of the post member. The base
mounting plate 26 facilitates the mounting of the post members
within the recess 21 of the foundation, and the ready attachment of
the post members to the foundation by means of lag bolts 28 or
other suitable attachment means. For example, in a typical
construction procedure, the foundation 12 might be poured with
recess-forming boards held in place about the periphery by means of
foundation inserts of desired size (e.g., inverted lag bolts),
positioned at the point of placement of the posts. Upon removing
the edge boards, the post members 14 can be readily mounted within
the resulting recess 21 by means of the plate members 26. Thus, as
generally illustrated in FIGS. 2 and 8, the plate members 26 are
provided with apertures to receive the foundation inserts 27, and
are secured in place by means of the outer locking nuts 28.
Following placement of the post members 12, the bottom angle
members 20 can likewise be secured to the foundation inserts 27,
and also to the base plate 26, by means of inner locking nuts 30.
Thus as particularly illustrated in FIG. 8, the foundation inserts
extend upward through the base plate and also through apertures
provided in the lower flange 25 of the angle member 20, thereby
insuring that the post members 14 are positioned in desired spaced
relation from the upright flange portion 22 of the foundation
recess 21. Additional foundation attachments such as expansion type
lag bolts 31 and spacing washers 32 can be provided to hold the
angle members 20 firmly in place between the post members 14, at
the peripheral boundary of the concrete slab 12 (see FIGS. 8 and
9). In this fashion, a series of angle members 20 can be readily
positioned in desired space relation with respect to a series of
upright posts members 14, on two opposite parallel sides of the
foundation 12 (see FIG. 2).
Referring particularly to FIGS. 2 and 9, angle members 20 can be
assembled in similar fashion on the ends of the slab foundation. In
this case, however, the intervening post members 14 can be omitted
so that only the outer ends of the angle members will be supported
on the base plates of the corner post members. Intervening portions
of the angle members 20 can be held in place by lag bolts 31, and
spacers 32, as previously described.
As illustrated, the upright post members 14 are preferably in the
form of structural steel I-beams having web portions 34 and
parallel flange portions 36. As best illustrated in FIG. 2, these
members are arranged so that the web portions are parallel to the
line of the wall whereas the flange portions are perpendicular to
the line of the wall. This arrangement provides a maximum
resistance to bending moments in the plane of the walls, as
represented by the panels 16. The described arrangement also
facilitates the provision of upstanding attachment means 38 in the
form of extensions of the flanges 36 of the I-beams. Thus, as
particularly shown in FIGS. 2 and 7, the post members 14 have cross
plates 40, above which the web portions 34 are omitted to thereby
provide recessed passages 42 extending transversely to the line of
the wall. This arrangement facilitates the rapid asssembly of cross
bracing joist assemblies or truss members 14, which function to
span the horizontal distance between a pair of post members 14 on
opposite sides of the foundation (see FIG. 2).
Referring particularly to FIGS. 4 through 7, the truss members 44
can be in the form of prefabricated rafter assemblies, including
lower cross members 46 and upper roof forming members 48
interconnected by cross bracing 50. The truss members are secured
within the upstanding attachment means of the post members by means
of upper and lower cross bolts 52, which pass through the members
46 and 48 and which are tied to one another by means of the
apertured rods 54. In general, the particular design of the truss
members 44 is not critical to the invention, and these members can
be obtained from a suitable commercial source. In this regard, the
pitch dimensions and degree of overhang of the roof forming members
48 will generally be determined by the requirements of a particular
construction project.
Following erection of two generally parallel series of upright
posts 14 on opposite sides of the foundation 12, the truss members
44 are lowered into position within the recesses 42 of the
upstanding attachment means 38, and firmly locked in position by
the bolts 52. The general procedure is illustrated in FIG. 2, which
shows a stage in the assembly of the truss members 44 on the post
members 14. Thereafter, the top angle members 60 are mounted at an
inwardly spaced position between the adjacent post members 14, and
at a desired vertical distance above the bottom angle members 20.
In the illustrated embodiment, this is accomplished by attaching
the top angle members 60 (which may be in the form of structural
steel T-bars) to the extending flange portions 36 of the upstanding
attachment means 38. Thus, as particularly illustrated in FIGS. 5
and 6, the angle members 60 are demountably assembled on the
members 36 by means of inwardly extending plates 62 and suitable
attachment means 64. As in the case of the bottom angle members 20,
inner vertical surfaces of the angle members 60 are spaced from the
post members 14 at a distance which approximates the thickness of
the wall panels 16. The mounting of the top angle members 60 by
means of the attachment plates 62 also facilitates positioning of
the top angle members at any desired vertical distances from the
bottom angles 20, as required by the vertical height of the wall
panels 16. The mode of attachment also avoids intrusion of the
attachment means into the transverse slots 42 for the truss members
44.
As will be apparent from the foregoing, the mounting of the top and
bottom structural angle members 60 and 20 at a spaced horizontal
distance from the post members, and at a predetermined vertical
distance from each other, facilitates the ready assembly of wall
panels 16 between the peripheral edges of the foundation and the
posts. Thus, as will be apparent from FIGS. 2 and 4, the wall
panels 16 can be received within the slots provided at the bottom
by the post members 14 and the legs 22 and 25 of the L-shaped
brackets 20, and at the top by the post members and the upright 66
and horizontal leg 68 of the angle members 60. If desired, the
prefabricated wall panels 16 can be positioned behind the post
members 14 so that their adjacent vertical edges abut or form a
seam which is hidden by the web 34 of the post members (see FIG.
3). Also, to facilitate passage of the truss members 44, the wall
panels can be conveniently provided with recessed corners 70,
dimensioned so that the paired recesses correspond in width to the
recessed openings 42 of the post members. As particularly shown in
FIg. 7, this arrangement facilitates passage of a truss member
without loss of structural support, and without interfering in any
way with the placement of the panels between the top and bottom
angle members 60 and 20.
At the ends of the building structure, the wall panels 16 can be
assembled directly against the lower angle members 20 and the cross
member 46 of the end truss member 44. For such purpose, the upright
portions 22 of the bottom angles 20 can be provided with apertures
to facilitate attachment by means of wood screws or the like. Such
procedure can also be employed along the lower periphery of the
side wall panels, as schematically represented at 72 in FIG. 4.
In general, the wall panels 16 can be prefabricated to meet desired
design requirements. For example, a typical wall panel 16 can have
an exterior skin of wood or like material, as conventionally
produced in the factory by a plywood fabricator. In like fashion,
the interior skin of a panel can be formed of plastic composition,
textured plywood, and so on. The wall panels can also be
constructed to include suitable insulation materials, foil lining,
and the like, as may be required by local building codes and fire
regulations. Many variations in the precise construction of the
wall panel units 16 are therefore contemplated. For purposes of the
invention, the only requirement is that the dimensions be generally
conformable to a desired vertical spacing between the top and
bottom angle members 60 and 20, and the horizontal spacing between
the upright post members 14. Thus, as noted previously, the
vertical positioning of the attachment plates 62 is easily adjusted
in a given construction project to accommodate wall panels of
varying height. The only adjustment would be a variance in the
dimension of exterior blocking utilized to fill the vertical space
between the tops of the panels and the truss members 44. In like
fashion, the post members 14 will generally be spaced according to
a standard module, determined by the dimensions of the
prefabricated panel components. It will be appreciated, therefore,
that the modular system of the present invention is quite flexible
and highly adaptable to a variety of constructional
requirements.
Following assembly of the truss members 44 on the upright post
members 14, and either before of after assembly of the wall panels
16 in the manner described, the roof panels 18 can be mounted
directly on the upper truss members 48. This arrangement is
schematically illustrated in FIG. 1. The roof panels can be of
desired prefabricated construction as manufactured and sold by a
number of commercial sources. As further represented schematically
in FIG. 4, the roof panels 18 provide convenient support for
conventional roofing materials such as tar and gravel, asphalt
shingles and the like, as generally represented at 76. Finish
details with respect to the roof panels 18 and applied roofing
materials can therefore be according to conventional practice, for
example, including the placement of gutters 78, fascia boards 80,
and the like.
The utility of the system for modular construction as herein
described, and as employed in a typical construction project, will
now be briefly summarized. Assuming a rectangular one level
building structure, as represented in FIGS. 1 and 2, a slab
foundation can be poured with edge boards held in place by
appropriately spaced lag bolts 27. Upon removing the edge boards,
the upright post members 14 can be mounted on two sides of the slab
foundation and within the peripheral recesses 21 formed by the edge
boards, utilizing the mounting plates 26. The bottom angle members
20 can now be assembled within the recesses 21, in desired spaced
relation upon and between the mounting plates 26. Thus, as
particularly illustrated in FIGS. 2, 4 and 8, the positioning of
the bottom angle members 20 upon the inner lag bolts 27, insures
the predetermined spacing 24 between the inner edges of the upright
posts 14 and the upright portions 22 of the bottom angle members
20. Next, the truss members 44 are placed within the recessed
openings of the attachment means 38 of opposing pairs of post
members 14, and bolted into place by means of the bolts 52. The top
angle members 60 can now be positioned by means of the brackets 62,
the wall panels 16 mounted within the slots or spaces formed
between the upright post members 14 and the top and bottom angle
members 60, 20. In this activity, it may be more convenient to
first place the panels 16 within the bottom slots prior to
attaching the top angle members by means of the brackets 62. In
either event, the panels are chosen according to the architect's
plan, to provide window and door spaces in the desired locations.
In the course of such assembly, the panels are received behind the
posts in such fashion that the seams of the abutting vertical edges
are hidden behind the webs 34 of the post members 14, and so that
the recesses 70 cooperate to receive the outwardly extending
portions of the truss members 44. The structure is completed by
mounting the roof panels 18 on the upper surfaces 48 of the truss
members, following which the structure can be made essentially
water and airtight by application of blocking, calking, roofing
materials, etc., in conventional fashion.
From the foregoing, it will be apparent that the described system
for modular construction provides many advantages, foremost of
which is the ability to rapidly assemble a building structure with
unskilled labor and in a minimum of time, and without the use of
nails or like attachment means. The means for demountably
assembling the various components also makes possible the
disassembly of the building structure for re-use at a different
location, again with a minimum of effort and requirement of
construction skills. In a typical construction project, a standard
residential unit might be erected by a three or four man
construction team, in a period of 2 weeks or less, at a cost
approximating 20 percent or less of the cost of the preformed or
prefabricated components.
To those skilled in the art to which this invention relates, many
different applications and embodiments will suggest themselves
without departing from the spirit and scope of the invention. For
example, while the upright post members 14 have been shown as
structural steel members with integral base plates for attachment
to the foundation, it will be apparent that a separate base plate
with a vertical extension adapted to be bolted or otherwise
demountably attached to the web or flange portions of the post
members, would be equally satisfactory. Likewise, structural
aluminum or like materials of equivalent strength might be utilized
in place of the structural steel components. Accordingly, it should
be understood that the disclosures herein are intended to be purely
illustrative and not limiting except as defined in the claims.
* * * * *