US3636676A

US3636676A - Method of erecting prefabricated shelter

Info

Publication number: US3636676A
Application number: US42976A
Authority: US
Inventors: Charles W Moss
Original assignee: TENSION STRUCTURES Co
Current assignee: TENSION STRUCTURES Co; TENSION STRUCTURES Inc
Priority date: 1969-01-14
Filing date: 1970-06-03
Publication date: 1972-01-25
Anticipated expiration: 1989-01-25
Also published as: US3562975A

Abstract

A shelter which has panels bowed and secured together in a stressed condition to define a domelike building. The panels are retained in the stressed condition by supporting structure, and the stressed condition of the panels cooperates in locking the assembled parts together. A 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 whereby the shelter can be erected by stressing the panels in sequence is provided.

Description

0 w, L limited Sttes atent [is] 3,636,676

Moss [451 Jan. 25, 1972 METHOD OF ERECTING 3,134,200 5/l964 Moss ..52/80 BRI A SHELTER 3,295,265 1/1967 Hida 2,820,990 l/l958 Johnson ..52/82 [72] Inventor: Charles W. Moss, Ann Arbor, Mich. [73] Assignee: Tension Structures lnc., Milan, Mich. FOREIGN PATENTS 0R APPLICATIONS [22] Filed: June 3 1970 899,373 8/1944 France .52/80 21 App}, 42,97 Primary Examiner-Henry C. Sutherland Attorney-Olsen and Stephenson Related US. Application Data [62] Division of Ser. No. 790,930, Jan. 14, 1969, Pat, Nov [57] ABSTRACT ,975. A shelter which has panels bowed and secured together in a stressed condition to define a domelike building. The panels [521 US. Cl ..52/747, 29/429, 52/81, are retained in the stressed condition by supporting structure, I 2/741 and the stressed condition of the panels cooperates in locking [5]] Int. Cl. ...E04b 2/12, 823p 1 1/00, E04b l/32 the assembled parts together. A flexible joint is provided [58] Field ofSearch ..52/80,81,82, 741,747; between the panels to aid in erecting and in retaining the 2 /429 structure together and to provide a weather seal. A method whereby the shelter can be erected by stressing the panels in [56] References Cited sequence is provided.

UNITED STATES PATENTS 4 Claims, 19 Drawing Figures 3,118,187 1/1964 Moss 52/74l PATENTEDJANZSHYZ 3636676 SHEEI 1 OF 4 INVENTOR CHARLES W. MOSS sleaasvs PATENTED mas m SHEET 3 BF 4 FIG. 10

FIG. 13

CHARLES w. MOSS Q 4 w 0 flu F u w T m T M z ,0 w 2 WV PATENTED JAN25 I972 SHEET b BF 4 J2 INVENTOR CHARLES w. MOSS METHOD OF ERECTING PREFABRICATED SHELTER CROSS-REFERENCE TO RELATED APPLICATION This application is a division of my copending 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.

BACKGROUND OF THE INVENTION One of the early shelters which is constructed by bowing and securing together a plurality of prestressed panels so as to define a domelike structure which is freeof 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 stressed panels together.

The shelters disclosed in the two cited references create many significant problems when an effort is made to erect them, and also, when such shelters are erected, problems exist with respect to providing proper weather seals at the joints between the panels.

SUMMARY OF THE INVENTION The present invention relates to the method of erecting an improved prefabricated domelike shelter.

The problems that exist with respect to the prior art structures have been solved in a unique and unobvious manner by the present invention. Initially, a new and improved upper and lower edge construction of the panels has been provided, and in addition, an improved flexible joint has been provided for interconnecting the abutting lateral edges of the panels so as to provide an effective weather seal, and also to facilitate erecting the shelter quickly and with a minimum of help. In carrying out this operation, a first panel can be assembled in place, and thereafter, each succeeding panel can be attached to the preceding panel partly by means of the flexible joint which then functions to aid in maintaining the panels in position during the erection of the succeeding panels. When the shelter is completely erected, the construction and arrangement of the flexible joints is such that portions thereof are constantly urged tightly against the exterior surfaces of the associated panels to provide a tight weather seal.

According to a preferred form of the present invention, a r

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 prestressed into a bowed position with its-curvilinear edges substantially in abutting relationship throughout their lengths to the curvilinear edges of the next adjacent panels. First means secure the bottoms of said panels together and second means secure the tops of the panels together. Flexible joints extend between the substantially abutting lateral edges the full lengths of the panels and overlap the inner and outer edges of such panels.

The flexible joints comprise resilient strips having a generally H-shaped cross section, the open channels of which are directed outwardly and define between them an included angle of a preestablished degree less than the intended included angle between two adjacent panels. Thus, when the shelter is erected, the adjacent panels will be in tight sealing relationship with the outer surfaces of the H-shaped cross sections to assure weathertight seals at such joints.

In a preferred method of erecting the shelter, the first of said panels is erected in an upright position at a selected location with one of the flexible joints or strips fitted on the remote edge, and the panel is bowed radially inwardly from the upper end toward the intended axis of the shelter, a second panel is secured in an upright position to the lower edge of the first panel while at the same time fitting the lateral edge of the second panel into the other open channel of the first-panel flexible joint, and such second panel is then bowed inwardly from its upper end and the upper end is secured to the upper end of the first panel while at the same time fitting the lateral edge of the second panel into the aforesaid channel of the first-panel strip. These steps are repeated successively with respect to each of the panels while allowing the included angles between such panels to be approximately equal to the preestablished included angle defined by the openings of the channels in the flexible joint so that the lower edges of the joined panels are spiraled inwardly. When all of the panels have been secured together in this manner, they are moved outwardly against the resilient properties of the flexible joints to a desired position wherein a door frame is fitted between the free edges of the first and last of the panels. Thereafter the remainder of the door frame assembly can be inserted in place, and a suitable dome can be positioned over the joined upper ends of the panels. If desired, a suitable interior floor can also be inserted in place within the dome.

Accordingly, it is an object of the present invention to provide an improved dome-shaped shelter which can be assembled readily from prefabricated components, and 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 bad 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 top elevational view of a dome-shaped shelter embodying one form of the present invention;

FIG. 2 is a side elevational view of the embodiment shown in FIG. 1;

FIG. 3 is a front elevational view of the embodiment shown in FIG. 1;

FIGS. 4 to 9, inclusive, illustrate a series of steps that may be employed in erecting the shelter illustrated in FIGS. 1 to 3, inclusive;

FIG. 10 is a fragmentary top plan view illustrating details of the structure for securing the upper ends of the panels together;

FIG. 11 illustrates one of the panels in an upright position, and in broken lines the panel is shown bowed to its final position after erection of the shelter;

FIG. 12 is a fragmentary section illustrating the arrangement whereby one of the panels is secured to the base structure;

FIG. 13 is a fragmentary side elevational view illustrating details of the structure for securing the lower ends of the panels together;

FIG. 14 is a fragmentary section taken on the lines l4l4 of FIG. 13 showing in solid lines the assembled positions of two of the panels and showing in broken lines the positions of the panels during one stage of the erection of the shelter;

FIG. 15 is a fragmentary section taken through the cap member of the shelter;

FIG. 16 is a fragmentary front elevational view illustrating details of the door frame assembly;

FIG. 17 is a top plan view of the floor or base member that may be utilized within the shelter as a floor;

FIG. 18 illustrates a modified arrangement that may be used for assembling and subsequently securing the bottom edges of two panels together; and

FIG. 19 is a fragmentary view illustrating two shelters of the type shown in FIG. I connected together by their common door frame assemblies.

3 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 single unit, dome-shaped shelter l constituting the present invention is shown in FIGS. 1, 2 and 3, in an assembled position. The complete assembly includes an annular polygonal base structure 12 (see FIG. 17) which is supported on a supporting surface 14 in a manner to be described, a plurality of prestressed bowed panels 16 which have been cut to have a desired shape generally consisting of an isosceles trapezoid with curvilinear sides or edges, a plurality of flexible joints l7 fitted between adjacent panels 16, a cap member 18 which is seated on the upper ends of the panels 16, and an entranceway or door frame assembly 20.

The supporting surface 14 forms no part of the present invention and may comprise any suitable surface such as a wooden platform, a concrete or similar surface, or earth which has been made level for the purpose of erecting the shelter.

The panels 16 include a suitable resilient material, such as plywood 21, or the like, and have the general shape when in an unstressed position of an isosceles trapezoid with curvilinear lateral or side edges 22. However, it will be recognized that other suitable panel structures of this character having resilient properties may also be employed. In the preferred embodiment of the invention, a sheet of foam plastic material 24 is secured to the inner surface of the plywood 21 for heat and sound insulation purposes. A suitable foam plastic material that may be used for this purpose is manufactured by Uniroyal, under the trademark ENSOLITE which comprises closed-cell plastic sheets from a group of flexible, expanded, modified polyvinyl chloride materials. This material is fire retardant, will provide a moisture and sound barrier and heat insulation, and will not wrinkle when the panels are bowed. Other materials having these same properties may also be used.

The outer surface of the plywood 21 preferably has a plastic film 25 thereon of the type manufactured by DuPont under the trademark TEDLAR, which is a PVF film. This film can be obtained in a variety of colors to provide a desired and attractive appearance for the finished domelike structure. Not only does this film provide an attractive appearance, but it eliminates the need for painting the plywood surface while providing an excellent protective covering for the wood.

Attached to the plywood 21 to provide a bottom edge for the panel 16 is the aluminum L channel 26 which can be attached in any suitable manner, as by rivets, not shown. A similar L channel 30 is secured to the top of the plywood panel 21 to provide the upper edge of the panel 16, and the L channel 30 is also attached to the plywood by suitable means, such as rivets or the like, not shown. Riveted to one end of the L channel 26 of each panel 16 is one portion of a toggle clamp 32, and similarly riveted to the end of the flange 26 of an adjacent panel 16 is the other portion 34 of the toggle clamp, for a purpose to be described hereinafter. Similar

toggle clamp portions

36 and 38 are mounted on the upper surfaces of the L channels 30 of the adjacent panels 26. It is to be noted that the

toggle clamp portions

32 and 34 are mounted on the outside or outer surfaces of the L channels 26, whereas the

toggle portions

36 and 38 are mounted on the upper surfaces of the L channels 30. The manner in which these toggle clamp portions function will be described hereinafter.

The flexible joints 17 are extruded strips of suitable organic plastic material, such as polyvinyl chloride or the like, which has resilient properties. The extruded strips have generally H- panels 26 when such panels are in their final, erected positions shown in solid lines in FIG. 14. Thus, during erection of the shelter 10, the panels 16 can be joined together by the flexible joints 17 while in the broken line positions, FIG. 14, and thereafter when the panels 16 are urged outwardly to their final positions represented by the solid line positions, FIG. 14, the outer legs 48, 50 of the flexible joints 17 will oppose such enlarging of the included angle to that of angle 44 resulting in legs 48, 50 being urged tightly against the outer surfaces of the planes 16, thereby providing a weathertight seal and also cooperating to provide a rigidly formed structure.

The floor or polygonal base structure 12, FIGS. 12 and 17, is preferably formed of'a plurality of panel structures 52 which have been cut and numbered to facilitate assembling them in place after the remainder of the shelter has been erected.

The cap member 18 is formed in two

sections

54, 56 from a suitable clear plastic material, such as an acrylic plastic, and a retaining aluminum frame structure 58 is provided for joining the

sections

54 and 56 together with an interlocked joint, as best seen in FIG. 15. A suitable Weatherstrip 60 is bonded to one of the interlocked portions of the interlocked joint.

The cap member 18 is connected to the panels 16 at their upper ends by means of a plurality of bolts 62, FIG. 15, which extend through the periphery of the

sections

54, 56 and pass through the L channels 30 on the upper ends of such panels 16. For the purpose of providing suitable insulation, a sealing ring 64 is fitted between the outer periphery of the

sections

54, 56 and the L channels 30.

The door frame assembly 20 can be constructed in a variety of ways, and preferably it includes a conventional aluminum door frame 66 which can have sliding panels therein closed by glass panes 68. The door frame 66 normally is constructed to have a width substantially equal to the width at their bases of two of the panels 26. The door frame assembly 20 has a top wall portion which comprises two

panels

70 and 72 which are joined by a flexible joint 17. Each of the

panels

70 and 72 also will have an L channel 74 and 76 at the outer edges for joining with the two sidewall panels 78. As shown in FIGS. 2 and 6, the sidewall panels are cut to a suitable shape for fitting between one of the panels 26 and the corresponding

top wall panel

70 or 72. The sidewall panel 78 is formed of the same material as panels 26, and also has an L-channel 80 at its upper end for use in bolting the sidewall panel 78 to the top panel 70. Each of the sidewall panels has an L channel shaped and fitted to its lower edge which can be inserted under the adjacent panel 26 and bolted to this panel by means of bolts, notshown, which pass through the L channel.

It is to be observed that the

top panels

70 and 72 have L channels at their upper ends which correspond to and are joined to the plurality of channels 30 forming the upper ring on which the cap member 18 is seated.

In the erection of the shelter 10, a suitable surface 14 is initially selected or provided, after which the site of the door frame assembly 20 is chosen.

Referring now to FIGS. 4-9, inclusive, the sequence of steps employed in erecting the shelter will be described. Initially, a first panel 26 is placed on the surface 14, as is shown in FIG. 4, adjacent to the site selected for door frame assembly 20. For this purpose the bottom edge can be secured to the surface 14 if desired, or any suitable structure, such as a concrete block or the like may be placed adjacent to the bottom edge of the panel to assure that it will remain in the bowed position illustrated in this figure. Normally, a flexible joint 17 will have been bonded to one edge of each of the panels 26 as shown in this figure prior to beginning erection of the shelter.

After the first panel 26 has been placed in the position shown in FIG. 4, a second panel is fitted to the first panel, as shown in FIG. 5. This is accomplished by initially placing the second panel in alignment with the open channel of the first joint 17, and then by means of a suitable draw-pull means, such as a toggle mechanism. or the like, the second panel is pulled into the open channel of the flexiblejoint bonded to the first panel. The lower edge of the panels are then secured together by the toggle mechanism or clamp, and the second panel is then bowed to the position shown in FIG. 5 and the upper ends of the two panels are secured together.

In a preferred form of the present invention, the two panels can be pulled together by means of the draw-pull mechanism shown at the bottom of the two panels 26 illustrated in FIG. 13, and by the draw-pull or toggle mechanism at the top of the panels shown in FIG. 10. These are conventional buckles of the overcenter type which can readily be manipulated to pull or draw the two panels together while locking the buckle in its closed position. Other suitable means may be used for pulling the two panels together, as is shown by the mechanism illustrated in FIG. 18. As there shown, the two panels 26 can be pulled together by means of the toggle mechanism or drawpull tool 82 which has been made for this purpose. For the purpose of carrying out this operation, apertures are provided at 84 in each of the panels in which the ends of the arms 86 can be temporarily inserted for pulling the two panels 26 together. Pivoting of the lever arm of the tool 82 will carry out this object. Once these two panels are pulled together, U-bolt holes are provided at 88 through which a U-bolt (not shown) can be inserted and bolted on the interior side of the shelter.

After the first two panels have been joined together in the described manner, the remaining panels will be successively joined, and when so doing, the panels will assume a spiral which is inwardly directed so that the group of panels when assembled will be in essentially the position shown in FIG. 6, with the last panel 26 to be put in place being positioned inwardly of the first panel that was erected. Thereafter, the panels will be urged outwardly to assure that a tight joint is provided by means of the outer legs 48, 50 of the flexible joints 17 acting against the outer surfaces of the panels 26, as was previously described. The side wall panels 78 can then be bolted in place to the free ends of the first and last of the panels 26 to be assembled together.

Thereafter, when the panels 26 have all been urged'outwardly to their intended final positions, the door frame 66 can be inserted in place, as shown in FIG. 7. The first roof panel 70 is next inserted in place, after which the second panel 72 is fitted thereto to close the top of the entranceway. During these operations, the L channels 30 at the inner ends thereof are secured together with the L channels of the various panels 26 in the same manner as previously described.

By virtue of the described arrangement for assembling the panels and door assembly, a ring is provided at the base of the shelter and a similar ring is provided at the upper ends of the panels 26 and the

roof panels

70, 72. Both of these rings are in tension and the midportion of what may be termed the hipportion of the panels 26, which is an area between the upper and lower ends of the panels, will be in a state of compression, Thus, once the panels have all been joined together in the prescribed manner, they will be a rigid structure wherein internal forces will act to hold all of the parts rigidly together.

After the entranceway or door assembly has been erected, the cap member 18 can be inserted in place. In the preferred embodiment, the cap member 18 is shown in two

sections

54, 56 to facilitate mounting the cap member from the interior of the shelter. By virtue of the two-piece structure, one of the sections can initially be passed through the hole at the top of the panels from the interior of the shelter, and secured in place, and thereafter, the second of the sections can similarly be passed upwardly from the interior of the shelter and similarly secured in place. In view of the fact that the cap member has a larger diameter than the opening defined by the L channels 30, the cap member 18 normally cannot be passed through the opening without being made in sections, as is illustrated.

After fitting the cap member 18 in place, the base structure 12 can be fitted into the shelter [0. The base structure 12 comprises a plurality of panels 52 which can be assembled much in the fashion of a jigsaw puzzle, but which has been shipped with numbers on them indicating their location so that they can be assembled readily within the shelter [0 once the

various panels

26, 70, 72, 78 and the like have been assembled in place.

As shown in FIG. 19, the present shelter 10 can be used to provide a plurality of joined shelters merely by interconnect ing the door frame assemblies 20 of two adjacent shelters I0. Thus, the present invention is not limited to a single unit, but it is contemplated that a plurality of such units may be joined together within the scope of the present invention.

' It is claimed:

1. In the erection of a prefabricated dome-shaped shelter from a plurality of panels having the general shape of isosceles trapezoids with curvilinear sides, a plurality of H-shaped resilient flexible strips having outwardly opening channels with generally parallel sides and having one of their channels fitted respectively to one of the edges of each of said panels while the other channel remains open, and wherein the directions of outward opening of the channels of each strip define an included angle of a preestablished degree less than the intended included angle between said panels, the method of erecting the shelter comprising the steps of positioning in an upright position at a selected location the first of said panels, securing in upright position to the lower edge of the first panel the second of the panels, bowing the upper ends of said panels radially inwardly toward the intended axis of the shelter and securing the upper end of said second panel to the upper end of said first panel and fitting the lateral edge of one bowed panel into the open channel of the strip on the other bowed panel, repeating these steps successively with respect to each of the panels while allowing the included angles between such panels to be approximately equal to said preestablished included angle of the strips so that said panels assume at their lower edges an inwardly directed spiral, and moving the second and each succeeding panel outwardly so that they assume at their lower edges the intended included angle.

2. In the erection of a prefabricated dome-shaped shelter from a plurality of panels having the general shape of isosceles trapezoids with curvilinear sides, a plurality of H-shaped resilient flexible strips having one of their channels fitted respectively to one of the edges of each of said panels, and a door frame assembly, and wherein the directions of outward opening of the channels of each strip define an included angle of a preestablished degree less than the intended included angle between said panels, the method of erecting the shelter comprising the steps of positioning in an upright position at a selected location the first of said panels with one of said strips fitted thereon and bowing the upper end of the panel radially inwardly toward the intended axis of the shelter, securing in upright position to the lower edge of the first panel the second of the panels while fitting the lateral edge of said second panel into the other channel of the first-panel strip, bowing the upper end of said second panel radially inwardly and securing the upper end of said second panel to the upper end of said first panel while fitting the lateral edge of said second panel into said other channel of the first-panel strip, repeating these steps successively with respect to each of the panels while allowing the included angles between such panels to be approxi mately equal to said preestablished included angle of the strips so that said panels assume at their lower edges an inwardly directed spiral, moving the second and each succeeding panel outwardly so that they assume at their lower edges the intended included angle, and fitting the door frame assembly between the free edges of the first and last of said panels.

3. The method'as defined in claim 2, wherein the step of securing the second panel at its lower edge to the first panel and the lower edge of each panel thereafter to the preceding panel includes connecting the lower edges of the panels to be joined with the second panel in general alignment with the opening of the channel of the associated strip and drawing the second panel into the channel of the strip.

4. The method as defined in claim 2, wherein the step of securing the second panel at its upper edge to the first panel and the upper edge of each panel thereafter to the preceding panel includes connecting the upper edges of the panels to be joined with the second panel in general alignment with the opening of the channel of the associated strip and drawing the second panel into the channel of the strip.

Claims

2. In the erection of a prefabricated dome-shaped shelter from a plurality of panels having the general shape of isosceles trapezoids with curvilinear sides, a plurality of H-shaped resilient flexible strips having one of their channels fitted respectively to one of the edges of each of said panels, and a door frame assembly, and wherein the directions of outward opening of the channels of each strip define an included angle of a preestablished degree less than the intended included angle between said panels, the method of erecting the shelter comprising the steps of positioning in an upright position at a selected location the first of said panels with one of said strips fitted thereon and bowing the upper end of the panel radially inwardly toward the intended axis of the shelter, securing in upright position to the lower edge of the first panel the second of the panels while fitting the lateral edge of said second panel into the other channel of the first-panel strip, bowing the upper end of said second panel radially inwardly and securing the upper end of said second panel to the upper end of said first panel while fitting the lateral edge of said second panel into said other channel of the first-panel strip, repeating these steps successively with respect to each of the panels while allowing the included angles between such panels to be approximately equal to said preestablished included angle of the strips so that said panels assume at their lower edges an inwardly directed spiral, moving the second and each succeeding panel outwardly so that they assume at their lower edges the intended included angle, and fitting the door frame assembly between the free edges of the first and last of said panels.

3. The method as defined in claim 2, wherein the step of securing the second panel at its lower edge to the first panel and the lower edge of each panel thereafter to the preceding panel includes connecting the lower edges of the panels to be joined with the second panel in general alignment with the opening of the channel of the associated strip and drawing the second panel into the channel of the strip.