US3966164A
Expired / Lapsed
US
⏱️ 0.0 years remaining
Adjustable truss support and form for concrete construction
Assignee: Interform Inc
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Filing: 1975-02-05
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Granted: 1976-06-29
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Expires: 1995-02-05
Abstract
Abstract A framework of structural members having the appearance of a truss, for supporting concrete forms that mold the floors of buildings, including upper and lower beams joined by vertical upper column members and diagonal members, lower column members that support each upper column member on the floor, and screw jacks at the bottoms of the lower column members to permit fine height adjustments. The fact that each upper column member is separately supported by an adjustable device that assures proper vertical positioning, means that there are minimal bending stresses in the upper and lower beams during the heavy loading which occurs when supporting poured concrete, so that the structural members can be constructed of a material of high strength but low rigidity such as aluminum.
Inventors
- 👤 Stephen S. Dashew
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-11-09 03:23
CPC Classifications
E; E04; E04G; E04G11/00; E04G11/36; E04G11/48; E04G19/00; E04G19/003
Claims Analysis
Total Claims: 4
Claim 1
Independent Claim
211 words
A concrete forming structure for forming an upper concrete floor at a distance above a lower concrete floor comprising: a pair of elongated framework structures, each including a substantially horizontal upper beam extending along the length of the structure, a substantially horizontal lower beam below the upper beam, and a plurality of spaced tubular upper column members fixed at their upper ends to the upper beam and at their lower ends to the lower beam, said framework structures spaced from one another and extending substantially parallel to each other; a plurality of detachable bracing members extending between the pair of framework structures; a plurality of purlin members extending between and supported on the upper beams of the pair of laterally spaced framework structures; a concrete floor form supported on the purlin members; and a plurality of adjustable lower column members each slideably disposed in a corresponding upper column member to support the upper column member on a floor that lies below the framework structures; each lower beam including a lower flange which lies below the lower ends of the upper column members; and each lower column member is detachable from a corresponding upper column member, whereby to permit each framework structure to be rolled along the bottom of its lower beam.
Claim 2
Dependent Claim
211 words
A concrete forming structure for forming an upper concrete floor at a distance above a lower concrete floor comprising: a pair of elongated framework structures, each including a substantially horizontal upper beam extending along the length of the structure, a substantially horizontal lower beam below the upper beam, and a plurality of spaced tubular upper column members fixed at their upper ends to the upper beam and at their lower ends to the lower beam, said framework structures spaced from one another and extending substantially parallel to each other; a plurality of detachable bracing members extending between the pair of framework structures; a plurality of purlin members extending between and supported on the upper beams of the pair of laterally spaced framework structures; a concrete floor form supported on the purlin members; and a plurality of adjustable lower column members each slideably disposed in a corresponding upper column member to support the upper column member on a floor that lies below the framework structures; each lower beam including a lower flange which lies below the lower ends of the upper column members; and each lower column member is detachable from a corresponding upper column member, whereby to permit each framework structure to be rolled along the bottom of its lower beam.
Claim 3
Dependent Claim
218 words
A concrete forming structure for forming an upper concrete floor at a distance above a lower concrete floor comprising: a pair of elongated framework structures, each including a substantially horizontal upper beam extending along the length of the structure, a substantially horizontal lower beam below the upper beam, and a plurality of spaced tubular upper column members fixed at their upper ends to the upper beam and at their lower ends to the lower beam, said framework structures spaced from one another and extending substantially parallel to each other; a plurality of detachable bracing members extending between the pair of framework structures; a plurality of purlin members extending between and supported on the upper beams of the pair of laterally spaced framework structures; a concrete floor form supported on the purlin members; and a plurality of adjustable lower column members each slideably disposed in a corresponding upper column member to support the upper column member on a floor that lies below the framework structures; each lower beam including a lower flange which lies below the lower ends of the upper column members; and each lower column member is upwardly slideable far enough into a corresponding upper column member that the lower end of the lower column member lies above the level of the bottom of the lower beam.
Claim 4
Dependent Claim
218 words
A concrete forming structure for forming an upper concrete floor at a distance above a lower concrete floor comprising: a pair of elongated framework structures, each including a substantially horizontal upper beam extending along the length of the structure, a substantially horizontal lower beam below the upper beam, and a plurality of spaced tubular upper column members fixed at their upper ends to the upper beam and at their lower ends to the lower beam, said framework structures spaced from one another and extending substantially parallel to each other; a plurality of detachable bracing members extending between the pair of framework structures; a plurality of purlin members extending between and supported on the upper beams of the pair of laterally spaced framework structures; a concrete floor form supported on the purlin members; and a plurality of adjustable lower column members each slideably disposed in a corresponding upper column member to support the upper column member on a floor that lies below the framework structures; each lower beam including a lower flange which lies below the lower ends of the upper column members; and each lower column member is upwardly slideable far enough into a corresponding upper column member that the lower end of the lower column member lies above the level of the bottom of the lower beam.
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USPTO Annuity & Maintenance Windows
| Annuity Stage | Window Opens | Payment Deadline | Surcharge Period Until | Estimated Fee | Status |
|---|---|---|---|---|---|
| 3.5 Years (Year 4) | 1979-06-29 | 1979-12-29 | 1980-06-29 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1983-06-29 | 1983-12-29 | 1984-06-29 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 1987-06-29 | 1987-12-29 | 1988-06-29 | $7700.00 | Window Closed / Lapsed |