U.S. patent number 3,675,380 [Application Number 05/032,051] was granted by the patent office on 1972-07-11 for prefabricated dome-type shelter.
This patent grant is currently assigned to Tension Structures Inc.. Invention is credited to Charles W. Moss.
United States Patent |
3,675,380 |
Moss |
July 11, 1972 |
PREFABRICATED DOME-TYPE SHELTER
Abstract
A shelter which has panels bowed and secured together in a
stressed condition to define a dome-like building. An improved
flexible joint is provided between the panels to aid in erecting
and in retaining the structure together, and to provide a weather
seal. A method of erecting the shelter and inserting the flexible
joints in place is disclosed.
Inventors: |
Moss; Charles W. (Ann Arbor,
MI) |
Assignee: |
Tension Structures Inc. (Milan,
MI)
|
Family
ID: |
27364013 |
Appl.
No.: |
05/032,051 |
Filed: |
April 27, 1970 |
Current U.S.
Class: |
52/81.4; 52/393;
52/82 |
Current CPC
Class: |
E04B
1/3211 (20130101); E04B 1/6116 (20130101); E04B
2001/3276 (20130101); Y10T 29/49828 (20150115) |
Current International
Class: |
E04B
1/61 (20060101); E04B 1/32 (20060101); E04b
001/32 (); E04h 001/02 () |
Field of
Search: |
;52/80,81,82,393,396,400,403,469,471,472,222 ;24/81B |
References Cited
[Referenced By]
U.S. Patent Documents
Foreign Patent Documents
|
|
|
|
|
|
|
711,049 |
|
Jun 1965 |
|
CA |
|
899,373 |
|
Aug 1944 |
|
FR |
|
1,252,603 |
|
Dec 1960 |
|
FR |
|
Primary Examiner: Sutherland; Henry C.
Claims
It is claimed:
1. A shelter mounted on a base structure comprising a plurality of
resilient panels each having the general shape of an isosceles
trapezoid with curvilinear sides, each panel being mounted in an
upright position at its base and stressed in a bowed position with
its curvilinear edges substantially in abutting relationship
throughout their lengths to the curvilinear edges of the next
adjacent panels so that each adjacent pair of panels defines an
obtuse dihedral angle, first means securing the bottoms of said
panels together, second means securing the tops of said panels
together and in cooperation with said first means holding said
panels in their bowed positions, and flexible joints extending
between the substantially abutting lateral edges the full lengths
of the panels and overlapping the inner and outer surfaces of such
panels, each lateral edge of a panel having a locking strip
extending along its length, said strip and its associated flexible
joint being interlocked to join adjacent panels in abutting
relationship at said obtuse dihedral angle, said flexible joints
being dimensioned relative to the lateral edges of the panels so
that a limited clearance exists between the interlocked parts in
the direction of angular alignment of adjacent panels to provide a
limited floating relationship between adjacent panels.
2. The shelter that is defined in claim 1, wherein each of said
flexible joints comprises strips having an H-shaped cross section
so as to define longitudinal grooves between laterally projecting
legs for receiving the locking strips of the edges of the panels in
tongue-and-groove relationship.
3. The shelter that is defined in claim 2, wherein one of said
associated flexible joint and said strip has a locking slot
extending lengthwise thereof and the other of said associated
flexible joint and said strip has a locking barb for fitting into
said locking slot for interlocking the joint and strip.
4. The shelter that is defined in claim 3, wherein the locking slot
is located on the laterally projecting leg of the associated
flexible joint that overlies the outer surface of the panel and
said locking barb is located on the outer surface of said
strip.
5. A shelter mounted on a base structure comprising a plurality of
resilient panels each having the general shape of an isosceles
trapezoid with curvilinear sides, each panel being mounted in an
upright position at its base and stressed in a bowed position with
its curvilinear edges substantially in abutting relationship
throughout their lengths to the curvilinear edges of the next
adjacent panels so that each adjacent pair of panels defines an
obtuse dihedral angle, first means securing the bottoms of said
panels together, second means securing the tops of said panels
together and in cooperation with said first means holding said
panels in their bowed positions, and flexible joints extending
between the substantially abutting lateral edges the full lengths
of the panels and overlapping the inner and outer surfaces of such
panels, each lateral edge of said panels incorporating thereon a
laterally extending barb-like ridge and said flexible joints
incorporating therein a lengthwise slot in mating relation with
said barb-like ridge so that said joints with their slots are
interlocked with the barb-like ridges and thereby join said panels
together in abutting relationship at said obtuse dihedral angle,
said flexible joints being dimensioned relative to the lateral
edges of the panels so that a limited clearance exists between the
interlocked parts in the direction of angular alignment of adjacent
panels to provide a limited floating relationship between adjacent
panels.
6. The shelter that is defined in claim 5 wherein each of said
flexible joints comprises strips having an H-shaped cross section
so as to define longitudinal grooves between laterally projecting
legs, said grooves having said slots formed therein for locking
with said barblike ridge during erection of said shelter.
Description
CROSS REFERENCE TO RELATED APPLICATION
The present application is directed to improvements over the method
and apparatus disclosed in pending application Ser. No. 790,930,
filed Jan. 14, 1969 for "Prefabricated Shelter and Method of
Erecting Same", now U. S. Pat. No. 3,562,975 issued Feb. 16,
1971.
BACKGROUND OF THE INVENTION
The present invention relates to an improved prefabricated
dome-like shelter and particularly to flexible joints that secure
adjacent panels together and also to the method of erecting the
improved prefabricated shelter.
One of the early shelters which is constructed by bowing and
securing together a plurality of prestressed panels so as to define
a dome-like structure which is free of internal supporting
structure is disclosed in French Pat. No. 899,373. As there shown,
the panels are secured together by overlapping the panels and then
bolting them together, or by bolting bands to adjoining panels.
Another prior art shelter of this general character is disclosed in
the U. S. Pat. No. 2,820,990, granted Jan. 28, 1958 to Johnson. As
there shown, the panels are joined by clips and a cable is
connected to the uppermost clip between each adjoining panel for
retaining the upper ends of the panels together.
The shelters disclosed in the two cited references create many
significant problems when an effort is made to erect them. Also,
when such shelters are erected, problems exist with respect to
providing proper weather seals at the joints between the
panels.
The aforesaid application, Ser. No. 790,930, discloses a new
dome-shaped shelter which includes a novel flexible joint and
weather seal which is located between the panels, and the
application also discloses a new method of erecting a dome-shaped
shelter.
SUMMARY OF THE INVENTION
The present invention relates to improvements in a prefabricated
dome-like shelter, and particularly in a flexible joint which is
adapted to be positioned between stressed panels and locked in
place during the erection of the shelter. The present invention
also relates to improvements in the method of erecting the
dome-like shelter.
According to a preferred form of the present invention, a shelter
is provided, comprising a plurality of resilient panels each having
the general shape of an isosceles trapezoid with curvilinear sides.
Each panel is mounted in an upright position at its base and is
prestressed into a bowed position with its curvilinear edges
substantially in abutting relationship throughout their lengths
with respect to the curvilinear edges of the next adjacent panels.
First means are provided securing the bottoms of adjacent panels
together, and second means are provided securing the tops of such
panels together. Flexible joints extend between the substantially
abutting lateral edges the full lengths of the panels and overlap
the inner and outer surfaces of such panels. Each lateral edge of a
panel has a locking strip extending along its length, said strip
and its associated flexible joint being interlocked when the
flexible joint is in its overlapping position with respect to the
panels.
A preferred embodiment of an interconnected flexible joint for use
in the prefabricated shelter comprises a first extruded organic
plastic U-shape strip defining a longitudinal channel with
generally parallel sides. The first strip being fitted over the
edge of one of the panels with the sides secured to inner and outer
surfaces of the panel, and a second organic plastic U-shaped strip
of similar construction is similarly fitted over the adjacent edge
of the next panel. An extruded organic plastic H-shaped strip is
provided defining longitudinal grooves having laterally projecting
legs which straddle the U-shaped strips. The sides of the U-shaped
strips that are located on the outer surfaces of the panels and the
corresponding legs of the H-shaped strip have interlocking
portions.
An improved method of erecting the above-defined shelter is
provided comprising the steps of pivotally connecting the first and
second panels adjacent to the tops and bottoms of their adjacent
curvilinear sides, fitting one of said flexible H-shaped strips in
tongue-and-groove relationship onto one of said curvilinear sides,
pivoting said panels relative to one another to an angle less than
a preselected obtuse angle and bowing said panels to the extent
necessary while fitting the upper and lower ends of said one
flexible strip in tongue- and-groove relationship to the upper and
lower ends to the other of the adjacent curvilinear sides, pivoting
said panels relative to one another to at least said preselected
obtuse anGle while continuing to fit the remainder of said flexible
strip in tongue-and-groove relationship to the remainder of the
other of the adjacent curvilinear sides, and successively joining
additional panels in a similar manner to the next preceding
panels.
Accordingly, it is an object of the present invention to provide an
improved dome-shaped shelter, and particularly to provide improved
flexible joints connecting adjacent panels of the shelter. It is a
further object of the present invention to provide an improved
method of erecting such a shelter.
Other objects of this invention will appear in the following
description and appended claims, reference being had to the
accompanying drawings forming a part of this specification wherein
like reference characters designate corresponding parts in the
several views.
BRIEF DESCRIPTION OF THE DRAWINGS
FIG. 1 is a perspective view of a dome-shaped shelter embodying one
form of the present invention;
FIG. 2 is an enlarged perspective view showing two panels joined
together at a selected obtuse angle during the erection process,
and showing in broken lines an initial position of one of the
panels at a lesser angle during a step of positioning the panels
together;
FIG. 3 is a schematic illustration showing two steps in the method
of joining two panels together at their top portions;
FIG. 4 is a fragmentary top plan view of three panels that have
been joined together during the erection of the shelter;
FIG. 5 is an enlarged fragmentary view taken on the lines 5--5 of
FIG. 4;
FIG. 6 is a fragmentary side elevational view showing bottom
portions of two adjacent panels that have been joined together;
FIG. 7 is a fragmentary sectional view taken on the line 7--7 of
FIG. 2 showing the one panel in its broken line position of FIG.
2;
FIG. 8 is a fragmentary sectional view taken on the lines 8--8 of
FIG. 6;
FIG. 9 is a fragmentary sectional view, similar to that of FIG. 7,
showing the two panels secured together by the joining flexible
strip; and
FIG. 10 is a view similar to FIG. 9, but showing a modified form of
a hinge joint for connecting the bottoms of the panels
together.
DESCRIPTION OF THE PREFERRED EMBODIMENTS
Before explaining the present invention in detail, it is to be
understood that the invention is not limited in its application to
the details of construction and arrangement of parts illustrated in
the accompanying drawings, since the invention is capable of other
embodiments and of being practiced or carried out in various ways.
Also, it is to be understood that the phraseology or terminology
employed herein is for the purpose of description and not of
limitation.
Referring now to the drawings, the invention will be described in
greater detail. A preferred embodiment of a dome-shaped shelter 10
is shown in FIG. 1 in its assembled position. The shelter 10
includes a plurality of prestressed bowed panels 12 which had been
cut to have a desired shape generally consisting of an isosceles
trapezoid with curvilinear sides or edges, a plurality of flexible
interlocking joints 14 fitted between adjacent panels 12, a cap
member 16 which is seated on the upper ends of the panels 12, and
an entranceway or doorframe assembly 18.
The panels 12 include a suitable resilient material, such as
plywood or the like, and have the general shape when in an
unstressed position of an isosceles trapezoid with curvilinear
lateral or side edges, as is particularly described and explained
in the aforesaid copending application Ser. No. 790, 930. As is
also disclosed in that application, various other materials can be
used, or various layers of material can be laminated together. For
more detailed description of various types of materials and
arrangements of material to form the panels, as well as for further
descriptions of the general construction of the shelter, reference
is made to the copending application.
Attached to each panel 12 to provide a bottom edge is an L-channel
20, which can be attached in any suitable manner, as by rivets, not
shown. A similar L-channel 22 is secured to the top of each panel
12 by suitable means, such as rivets, 24.
When assembled, adjacent panels 12 are connected at their upper and
lower ends by first and second means 26 and 28 which permit
relative pivotal movement between the panels during one stage of
their erection. The first means 26 comprises a hinge bracket or bar
30 which is secured to the respective L-channels 20 of the adjacent
panels 12 by any type of suitable threaded studs and nuts 32.
Preferably, the holes for the studs and nuts 32 are asymmetrically
arranged as shown in FIG. 7 to facilitate pivoting the panels
together. However, by virtue of providing a pivotal arrangement,
whether symmetrical or asymmetrical, the one panel 12, shown in
broken lines in FIG. 2, can be moved from the broken line position
to the solid line position therein shown. The second means 28 also
includes a hinge bracket or strap 34 which is adapted initially to
be connected at the upper ends of the panels 12 by the bolts 36 so
that the panels 12 can be pivoted relative to one another from the
broken line position to the solid line position shown in FIG. 3.
Thereafter, when the panels are in the solid line position shown in
FIG. 3, at a selected obtuse angle relative to one another to fit
the dimensions of shelter 10, additional bolts can be inserted
through the bolt holes 38 for rigidly securing the panels together
with respect to the hinge strap 34.
In the illustrated embodiment, the flexible interlocking joints 14
are formed from three extruded strips 40, 42 and 44. The strips can
be extruded from suitable organic plastic material such as
polyvinyl chloride, which has resilient properties. The extruded
strip 40 has a generally H-shaped cross section defining
longitudinal grooves 46 between laterally projecting legs 48 and
50. The outer legs 50 each have a locking slot 52 extending
lengthwise thereof and also an inturned shoulder 54 similarly
extending lengthwise thereof. When the extruded strip 40 is in an
unstressed condition, the included angle between the outwardly
opening grooves 46 is less than 180 angular degrees and less than
the included angle between adjacent panels 12 when in their final
erected positions. For a more detailed explanation of the
relationship of the strips 40 and the panels 12 during erection and
final installation reference is made to prior application Ser. No.
790,930.
Each of the U-shaped strips 54 defines a longitudinal channel 56
having generally parallel sides 58 and 60. The outer sides 58 of
each U-shaped strip 44 has a longitudinal barb or rib 62 which is
adapted to fit into the locking slot 52 of the H-shaped strip 40.
The outer extremities 64 of each U-shaped strip 42 is located so
that the corresponding inturned shoulder 54 of the H-shaped strip
40 can overlap such extremity 64.
For the purpose of fitting the interlocking joint 14 together, the
U-shaped strips 42 and 44 will initially be bonded to the inner and
outer surfaces of the panels 12, in the positions shown in FIG. 7.
The H-shaped strip 40 can then be fitted onto the strip 44 to the
position shown in FIG. 7. This is accomplished by pressing the
H-shaped strip 40 over the U-shaped strip 44 so that the latter
penetrates the longitudinal groove 46 somewhat like an arrowhead
until the barb 62 penetrates and is locked in the locking slot 52.
The inturned shoulder 54 will also be pressed over the extremity 64
of the U-shaped strip 44. Thereafter, by a method to be described,
the other U-shaped strip 42 will also be interlocked into the other
groove 46 of the H-shaped strip 40. When so interlocked, the
H-shaped strip 40 will be in the interlocked position shown in FIG.
9 with respect to the two U-shaped strips 42 and 44, and the outer
surface of the H-shaped strip 40 will be tensioned, especially by
virtue of bowing of the panels 12, so as to oppose unlocking of the
interlocked strips.
The method of erecting and joining together the panels 12 and of
interconnecting the joints 14 will now be described in greater
detail, with initial reference being made to FIG. 2. At the outset
a first panel, such as panel 12a will be secured in an upright
position to a supporting surface, and the first and second panels
12a and 12b will then be connected at their lower ends by the first
means 26 at an angle less than said obtuse angle. This can readily
be accomplished by fitting the bracket 30 under the L-channels 20
and securing the threaded nuts 32 onto the bolts projecting up from
the bracket 30 through appropriate holes in the L-channel 20. While
performing this function, the panel 12b can be in the broken line
position shown in FIG. 2, and the H-shaped strip 40 will have been
press fitted onto the edge of panel 12b as previously described.
Next, the panels 12a and 12b are pivotally connected at their upper
ends by means of the bolts 36, FIG. 3, and this can readily be
facilitated by bowing as well as pivoting the panels relative to
one another. At the same time that this is being done, the U-shaped
strip 44 which is located on channel 12a will be pressed into the
channel 46 of the H-shaped strip 40 at both the upper and lower
ends thereof. Then, by pivotally moving the panel 12b at least to
its proper position defined by the aforesaid obtuse angle, as shown
in solid lines in FIG. 2, the U-shaped strip 42 can be fitted into
the H-shaped strip 40 throughout the remainder of the length
thereof and the bolts, not shown, can then be fitted through the
holes 38 of the strap 34 to finish securing the upper ends of the
panels 12 together. The straps 34 and the L-channels 22 will, when
all are joined together, define a rigid, continuous strap or ring
around the top portions of the panels 12. The outer surfaces of the
H-shaped strip 40 will then be in a state of tension overlying the
outer surfaces of the U-shaped strips 42 and 44 to provide a strong
weather-tight joint, especially where the inturned shoulders 54
overlie the extremities 64. The same sequence can then be carried
out in joining a panel 12c to panel 12b , and this operation can be
repeated with each succeeding panel until all of the panels have
been erected.
The present invention can be carried out using various other types
of hinge means 26 and 28 at the upper and lower ends of the panels
12. For example, a modified arrangement of the first means 26 is
shown in FIG. 10. As there shown, a hinge means 126 is provided
wherein a pair of brackets 128 and 130 are riveted to the
L-channels 20, and a single threaded nut 130 is used to secure the
brackets in hinged relationship.
It will be noted by references to FIGS. 7, 9 and 10, that the
interlocking arrangement between the U-shaped strips 42 and 44 and
the H-shaped strip 40 permits the arrowheads or strips 42, 44 to be
in a somewhat floating relationship within the grooves 46. This is
a significant feature because it allows a limited amount of flexing
of the dome structure so as to avoid stress concentrations in any
specific location, which in turn could result in a structural
failure.
* * * * *