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US3744205A Expired / Lapsed US ⏱️ 0.0 years remaining

Method of erecting prefabricated shelter

Assignee: TENSION STRUCTURES Co
•
Filing: 1972-03-01
•
Granted: 1973-07-10
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Expires: 1992-03-01
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Abstract

Abstract A shelter which has panels bowed and secured together in a stressed condition to define a domelike 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

  • 👤 C Moss

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-02 13:23
CPC Classifications
E; E04; E04B; E04B1/00; E04B1/38; E04B1/61; E04B1/6108; E04B1/6116; E04B1/32; E04B1/3211; E04B2001/327; E04B2001/3276; Y; Y10; Y10T; Y10T29/00; Y10T29/49; Y10T29/49826; Y10T29/49828

Claims Analysis

Total Claims: 3
Claim 1
Independent Claim 203 words
In the erection of a prefabricated dome-shaped shelter from a plurality of panels having the general shape of isosceles trapezoids with curvilinear sides, wherein said flexible joints include a flexible strip having an H-shape cross section so as to define longitudinal grooves between laterally projecting legs for receiving the curvilinear sides in tongue-and-groove relationship, the method of erecting the shelter comprising the steps of fitting one of said flexible strips in tongue-and-groove relationship onto one of the curvilinear sides of a first panel, pivotally connecting the first and a second panel adjacent to the tops and bottoms of their adjacent curvilinear sides, pivoting said panels relative to one another to an angle less than a preselected obtuse angle and bowing said panels while fitting the upper and lower ends of said one flexible strip in tongue-andgroove relation to the upper and lower ends of 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.
Claim 2
Dependent Claim 203 words
In the erection of a prefabricated dome-shaped shelter from a plurality of panels having the general shape of isosceles trapezoids with curvilinear sides, wherein said flexible joints include a flexible strip having an H-shape cross section so as to define longitudinal grooves between laterally projecting legs for receiving the curvilinear sides in tongue-and-groove relationship, the method of erecting the shelter comprising the steps of fitting one of said flexible strips in tongue-and-groove relationship onto one of the curvilinear sides of a first panel, pivotally connecting the first and a second panel adjacent to the tops and bottoms of their adjacent curvilinear sides, pivoting said panels relative to one another to an angle less than a preselected obtuse angle and bowing said panels while fitting the upper and lower ends of said one flexible strip in tongue-andgroove relation to the upper and lower ends of 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.
Claim 3
Dependent Claim 73 words
The method that is defined in claim 1, wherein said flexible strips and the outer surfaces of said panels adjacent to said curvilinear sides have complementary interlocking segments, and said method includes pivoting said panels relative to one another to a position slightly beyond said obtuse angle to facilitate interlocking said segments, and then moving said panels back to said preselected obtuse angle so as to tension said strip in its interlocked position.

References Cited (Backward Citations)

FR899373A Cited
US2820990A Cited
US3137253A Cited
US3636676A Cited
US3675380A Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1976-07-09 1977-01-08 1977-07-10 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1980-07-09 1981-01-08 1981-07-10 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1984-07-09 1985-01-08 1985-07-10 $7700.00 Window Closed / Lapsed

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