Patent US2561898A successfully refreshed from Google Patents.
US3968618A
Expired / Lapsed
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Method of constructing a foldable building with beam roof and rigid frame
Assignee: JOHNSON TRUST UNDER DATE OF TRUST 6/9/88 TRUSTORS DELP W JOHNSON AND RUTH B JOHNSON
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Filing: 1974-05-31
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Granted: 1976-07-13
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Expires: 1994-05-31
Abstract
Abstract A method and means is disclosed for the construction of clearspan foldable building structures, in which structural beams, capable of spanning the desired distance, are assembled on top of and pivotally connected to supporting units arranged in a horizontal plane; and lifting the beams causes the mid span of the beams to deflect upward and the supporting units to be lifted up and rotated into a generally vertical position; in which position the supporting unit is rigidly connected to the beams and the assembly is placed in position and anchored to the foundation of the structure; and releasing the lifting force permits the beams to deflect down at midspan and develop a resisting moment at each connection to the supporting units.
Inventors
- 👤 Delp W. Johnson
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-11-07 01:32
CPC Classifications
E; E04; E04B; E04B1/00; E04B1/343; E04B1/344; E04B1/3441
Claims Analysis
Total Claims: 6
Claim 1
Independent Claim
215 words
The method of constructing a clearspan building having an elongated Tee beam roof of given depth comprising the steps of: a. positioning said Tee beam and a further elongated structural member with major surfaces thereof in parallel planes and the axes of elongation thereof in alignment; b. establishing a connection between said Tee beam and said further elongated structural member, which connection is pivoted about an axis normal to said axes of elongation thereof; c. lifting said Tee beam by exerting a lifting force at a limited central portion only of said Tee beam to allow said further elongated structural member to rotate about said pivotal connection; d. lowering the free end of said further elongated structural member into contact with a foundation; and e. anchoring said Tee beam and said further elongated structural member to each other by means capable of withstanding both tensile and compressive stress at a point spaced from said pivotal connection by a distance at least about equal to one-half said given depth of said Tee beam and anchoring the free ends of said Tee beam and said further elongated structural member to said foundation whereby the release of said lifting force introduces bending moments into said Tee beam and said wall through said pivotal connection and anchoring means therebetween.
Claim 2
Independent Claim
215 words
The method of constructing a clearspan building having an elongated Tee beam roof of given depth comprising the steps of: a. positioning said Tee beam and a further elongated structural member with major surfaces thereof in parallel planes and the axes of elongation thereof in alignment; b. establishing a connection between said Tee beam and said further elongated structural member, which connection is pivoted about an axis normal to said axes of elongation thereof; c. lifting said Tee beam by exerting a lifting force at a limited central portion only of said Tee beam to allow said further elongated structural member to rotate about said pivotal connection; d. lowering the free end of said further elongated structural member into contact with a foundation; and e. anchoring said Tee beam and said further elongated structural member to each other by means capable of withstanding both tensile and compressive stress at a point spaced from said pivotal connection by a distance at least about equal to one-half said given depth of said Tee beam and anchoring the free ends of said Tee beam and said further elongated structural member to said foundation whereby the release of said lifting force introduces bending moments into said Tee beam and said wall through said pivotal connection and anchoring means therebetween.
Claim 3
Independent Claim
305 words
The method of constructing a clearspan building having an elongated Tee beam roof of given depth and a pair of walls, each at a different end of said Tee beam, comprising the steps of: a. positioning said Tee beam and said walls with the major surfaces of said walls lying in a common plane parallel to the plane of the major surface of said Tee beam and with at least a portion of one major surface of each of said walls in contiguous contact with a portion of said Tee beam; b. establishing connections which are pivotal about parallel axes normal to the axis of elongation of said Tee beam between said Tee beam and each of said walls, each said connection being adjacent a different end of said beam and at the end of said portion of the associated one of said walls which is in contiguous contact with said Tee beam at said end thereof; c. lifting said Tee beam by exerting a lifting force at a limited central portion only of said Tee beam to allow said walls to pivot downwardly about said pivotal connections to positions in which the major surfaces of said walls extend in planes generally normal to said axis of elongation of said Tee beam; d. lowering the free ends of said walls into contact with a foundation; e. anchoring each of said walls to said Tee beam by means capable of withstanding both tensile and compressive stress at a point spaced from said pivotal connection by a distance at least about equal to one-half said given depth of said Tee beam and anchoring the free ends of said walls to said foundation whereby the release of said lifting force introduces bending moments into said Tee beam and said walls through said pivotal connection and anchoring means therebetween.
Claim 4
Independent Claim
305 words
The method of constructing a clearspan building having an elongated Tee beam roof of given depth and a pair of walls, each at a different end of said Tee beam, comprising the steps of: a. positioning said Tee beam and said walls with the major surfaces of said walls lying in a common plane parallel to the plane of the major surface of said Tee beam and with at least a portion of one major surface of each of said walls in contiguous contact with a portion of said Tee beam; b. establishing connections which are pivotal about parallel axes normal to the axis of elongation of said Tee beam between said Tee beam and each of said walls, each said connection being adjacent a different end of said beam and at the end of said portion of the associated one of said walls which is in contiguous contact with said Tee beam at said end thereof; c. lifting said Tee beam by exerting a lifting force at a limited central portion only of said Tee beam to allow said walls to pivot downwardly about said pivotal connections to positions in which the major surfaces of said walls extend in planes generally normal to said axis of elongation of said Tee beam; d. lowering the free ends of said walls into contact with a foundation; e. anchoring each of said walls to said Tee beam by means capable of withstanding both tensile and compressive stress at a point spaced from said pivotal connection by a distance at least about equal to one-half said given depth of said Tee beam and anchoring the free ends of said walls to said foundation whereby the release of said lifting force introduces bending moments into said Tee beam and said walls through said pivotal connection and anchoring means therebetween.
Claim 5
Dependent Claim
77 words
The method of constructing a clearspan building as claimed in claim 2 wherein said step of positioning said Tee beam and said walls comprises the steps of placing said walls on a horizontal surface in end-to-end relation and placing said Tee beam on top of said walls with a portion of each wall projecting beyond the respective end of said Tee beam by a distance at least about equal to said given depth of said Tee beam.
Claim 6
Dependent Claim
92 words
The method of constructing a clearspan building as claimed in claim 2 wherein said step of positioning said Tee beam and said walls comprises the steps of forming walls with a thickness at least about equal to said given depth of said Tee beam, placing said walls on a horizontal surface in end-to-end relation and placing said Tee beam on top of said walls with each end of said Tee beam projecting beyond the wall associated therewith by a distance at least about equal to said given depth of said Tee beam.
References Cited (Backward Citations)
USPTO Annuity & Maintenance Windows
| Annuity Stage | Window Opens | Payment Deadline | Surcharge Period Until | Estimated Fee | Status |
|---|---|---|---|---|---|
| 3.5 Years (Year 4) | 1979-07-13 | 1980-01-12 | 1980-07-13 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1983-07-13 | 1984-01-12 | 1984-07-13 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 1987-07-13 | 1988-01-12 | 1988-07-13 | $7700.00 | Window Closed / Lapsed |