|Publication number||US3675380 A|
|Publication date||Jul 11, 1972|
|Filing date||Apr 27, 1970|
|Priority date||Apr 27, 1970|
|Also published as||US3744205, US3818669|
|Publication number||US 3675380 A, US 3675380A, US-A-3675380, US3675380 A, US3675380A|
|Inventors||Moss Charles W|
|Original Assignee||Tension Structures Co|
|Export Citation||BiBTeX, EndNote, RefMan|
|Patent Citations (10), Referenced by (22), Classifications (10)|
|External Links: USPTO, USPTO Assignment, Espacenet|
I Unlted States Patent 1 1 3,675,380 Moss 1 51 July 11, 1972 s41 PREFABRICATED DOME-TYPE 3,028,938 4/1962 Schorr ..52/400 SHELTER 3,063,200 11/1962 Linville... ..52/80 3,120,682 2/1964 Refi'ell ..52/86  Inventor: Charles W. Mos, Ann Arbor. Mlch. 731 Assignee: Tension Structures 1ne., Milan, Mich, FORE'GN PATENTS 0R APPUCAnONS 711,049 6/1965 Canada... ..52/403  filed 1970 899,373 13/1944 France... .52/s0 211 AppL No.: 32.051 1,252,603 12/1960 France 52/403 152 us. c1 ..sz/ao, 52/82,,52/393 slherland 1s 1 1 Int. c1. "19041, 1/32, E04h 1/02 MW-Olsen and s'cphcmn w nemnrseeren ...,.52/8f1,8|,82,393,396,400,
62/403, 469, 471,472, 222-, 24/81 B ABS'I'RACI A shelter which has panels bowed and secured together in a stressed condition to define a dome-like building An im- UNITED STATES PATENTS PIOVCd flexible joint between the P311315 [0 erecting and in retaining the structure together, and to provide 2,126,499 8/ I938 Petersen ..52/468 3 weather a A method f erecting the shaker and inserting 2,820,990 I/l958 Johnson ..52/82 the fl ibl j i in p|ace is disdose 3,191,727 6/1965 Schmeltz etal..... s2 403 2,l86,937 1/1940 Lohrrnan ..52 400 fiClalns, 10 bnwin n nm PNENTEDJUL 11 we saw 10F 2 3, 675.380
INVENTOR CHARLES W. MOSS BY WWW ATTOR NEYS PMENTEDJUL 1 1 1972 SHEET 28F 2 INVENTOR CHARLES w. MOSS BY I QZLM
I ATTORNEYS PREFABRICATED DOME-TYPE SHELTER 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, I971.
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, I958 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 I-I-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 tongueandgroove 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 tongueand-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. I 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. I0 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 I0 is shown in FIG. I in its assembled position. The shelter I0 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 I4 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 l2 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 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. 3v Thereafter, when the panels are in the solid line position shown in FIGv 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.
ln 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 intumed 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 intumed 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 intumed 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 I-l-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 will be secured in an upright position to a supporting surface, and the first and second panels 12a and 1212 will then be connected at their lower ends by the first means 26 at an angle less than said ohtuse 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 120 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 120 will be pressed into the channel 46 of the I i-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 ofthe 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 Hshaped 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 intumed 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.
lt 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.
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.
1: m a l t
|Cited Patent||Filing date||Publication date||Applicant||Title|
|US2126499 *||Mar 9, 1936||Aug 9, 1938||James J Ingels||Metal joint for sheets or pipe|
|US2186937 *||Aug 4, 1937||Jan 16, 1940||Paul Lohrman Thomas||Window construction for vehicle bodies|
|US2820990 *||May 11, 1955||Jan 28, 1958||Johnson Robert F||Demountable building|
|US3028938 *||Mar 12, 1959||Apr 10, 1962||Wallace Schorr||Locked joint and reinforcing construction for fragile sheet material|
|US3063200 *||Jul 10, 1959||Nov 13, 1962||Linville James C||Horse trailer roof structure|
|US3120682 *||May 9, 1962||Feb 11, 1964||Specialties Dev Corp||Collapsible buildings|
|US3191727 *||Nov 6, 1962||Jun 29, 1965||Aluminum Co Of America||Framing structures|
|CA711049A *||Jun 8, 1965||R. Webb Ronald||Glazing strips|
|FR899373A *||Title not available|
|FR1252603A *||Title not available|
|Citing Patent||Filing date||Publication date||Applicant||Title|
|US3744205 *||Mar 1, 1972||Jul 10, 1973||Tension Structures Co||Method of erecting prefabricated shelter|
|US4227047 *||Jul 21, 1978||Oct 7, 1980||Horne Edward A||Dome structure|
|US4774792 *||Aug 25, 1986||Oct 4, 1988||Ballance Design Limited||Exhibition display apparatus|
|US5341610 *||Jul 27, 1992||Aug 30, 1994||Moss C William||Portable dome-shaped structure|
|US5448860 *||Apr 16, 1993||Sep 12, 1995||Menke; John L.||Prefabricated observatory dome structure|
|US5487242 *||Apr 26, 1994||Jan 30, 1996||Stafford; Robert M.||Method and apparatus for uniformly tensioning fabric panels of portable buildings|
|US6185878||May 27, 1998||Feb 13, 2001||Rubbermaid Incorporated||Modular panel construction system|
|US6446414||Aug 7, 2000||Sep 10, 2002||Rubbermaid Incorporated||Modular panel construction system|
|US6581337||Jul 13, 2001||Jun 24, 2003||Rubbermaid Incorporated||Modular enclosure|
|US6668514||Feb 25, 2002||Dec 30, 2003||Rubbermaid Incorporated||Apparatus and method for connecting adjacent panels|
|US6701678||May 18, 2001||Mar 9, 2004||Rubbermaid Incorporated||Modular storage enclosure|
|US7003863||Apr 23, 2002||Feb 28, 2006||Rubbermaid Incorporated||Apparatus and method for mounting accessory devices to panels|
|US8352224||Jun 16, 2008||Jan 8, 2013||The University Of British Columbia||Stripwise construction of 3D curved surfaces|
|US8544176 *||Aug 28, 2007||Oct 1, 2013||Airbus Operations Sas||Method of forming a panel assembly of a ventral fairing of an aircraft|
|US8919049 *||Aug 23, 2010||Dec 30, 2014||Rick M. Meserini||Prefabricated temporary house addition|
|US8943760 *||Jan 28, 2011||Feb 3, 2015||National University Of Singapore||Modular shelter|
|US9783983||Jun 13, 2016||Oct 10, 2017||Richard Fairbanks||Lotus dome|
|US20100077695 *||Aug 28, 2007||Apr 1, 2010||Airbus France||Panel assembly and manufacturing method|
|US20100198562 *||Jun 16, 2008||Aug 5, 2010||The University Of British Columbia||Stripwise construction of 3d curved surfaces|
|US20110041418 *||Aug 23, 2010||Feb 24, 2011||Meserini Rick M||Prefabricated temporary house addition|
|US20120318314 *||Jan 28, 2011||Dec 20, 2012||Shinya Okuda||Modular Shelter|
|WO2009000071A1 *||Jun 16, 2008||Dec 31, 2008||The University Of British Columbia||Stripwise construction of 3d curved surfaces|
|U.S. Classification||52/81.4, 52/82, 52/393|
|International Classification||E04B1/61, E04B1/32|
|Cooperative Classification||E04B2001/3276, E04B1/3211, E04B1/6116|
|European Classification||E04B1/32C, E04B1/61D2|