Static structures (e.g. – buildings) – With adjunctive means for assembly or disassembly – Removable prop or brace combined with structure component
Reexamination Certificate
2002-10-22
2004-02-17
Glessner, Brian E. (Department: 3635)
Static structures (e.g., buildings)
With adjunctive means for assembly or disassembly
Removable prop or brace combined with structure component
C052S749100, C052S334000, C052S335000, C052S338000, C249S019000, C249S023000
Reexamination Certificate
active
06691470
ABSTRACT:
BACKGROUND OF THE INVENTION
1. Field of the Invention
The present invention relates generally to the field of concrete building forming equipment. More specifically the present invention relates to a composite roof form and to a roof form support structure for forming an integral concrete roof between the upper ends of walls of a building module or a building. The roof form includes the wall upper end segments of at least first, second and third upright building walls, these wall upper end segments having a height matching the desired roof thickness and defining first, second and third roof form side walls, respectively, an abutment beam laterally adjacent to the upper end segments of the upright first and third upright building walls and having an abutment beam top surface and an abutment beam side surface facing generally toward an opposing one of the upper end segments, a roof support beam, preferably in the form of an I-beam, laterally abutting the abutment beam between the abutment beam and the adjacent upper end segments and having a roof support beam top surface positioned lower than the abutment beam top surface so that at least a portion of the abutment beam side surface is exposed above the roof support beam top surface and defines a fourth form side wall, the roof support beam top surface preferably including a longitudinal series of upwardly protruding concrete anchor studs, the roof support beam preferably resting in notches in the upper end segments of the first and third upright building walls, the roof support beam and abutment beam together defining a composite beam having a recessed horizontal lip portion facing the second wall, and several modular roof form support structures, each including a support leg extending from the building module floor or ground upwardly along the second wall to substantially the bottom of the second wall upper end segment and including a concrete support panel having a panel connected end joined to the support leg and a panel engaging end having an engaging flange resting on and supported by the lip portion, so that the support panel extends parallel to the first and third wall upper ends along the bottom of the wall upper end segments. The support panel upper surface defines at least a portion of the roof form bottom wall.
Each roof form support structure preferably includes two mutually parallel and laterally spaced apart support legs, each support leg being welded at its leg upper end to a hinge bar oriented perpendicular to the support legs. The support panels each preferably include a panel top sheet and a series of mutually parallel top sheet supporting panel beams secured to the panel top sheet lower face and extending from the panel connected end to the panel engaging end. Panel end beams perpendicular to the panel longitudinal beams are provided at each end of the support panel, and the panel end beam at the panel engaging end includes an outwardly directed engaging flange. Hinge plates protrude from the panel longitudinal ends at the panel connected ends and have hinge bar ports through which the hinge bar is rotatably mounted so that the support legs are jointly pivotable against the support panel for compact support structure transport and storage. The support legs preferably have broad foot plates across their lower ends to distribute the weight of concrete poured into the roof form over a wider area on the ground or module floor. The support beams are preferably welded to the lower face of the panel top sheet.
2. Description of the Prior Art
There have long been forms for pouring pre-cast concrete walls. What has been absent is a form to complete a concrete building module which permits pouring an integral concrete roof in place between the upper ends of side walls of a module.
It is thus an object of the present invention to provide roof form for completing an integral concrete building module, which permits pouring of the roof in place between the upper ends of module side walls.
It is another object of the present invention to provide such a form which can be assembled manually and without the help of lifting equipment.
It is still another object of the present invention to provide such a form which includes roof form bottom wall support structures which are modular and thus can be selected in various numbers for modules for various sizes and which are adjustable in height to accommodate modules of various heights.
It is finally an object of the present invention to provide such a form which can be assembled and disassembled by workers of ordinary skill and at minimum work time and materials expense.
SUMMARY OF THE INVENTION
The present invention accomplishes the above-stated objectives, as well as others, as may be determined by a fair reading and interpretation of the entire specification.
A composite roof form is provided, including first, second and third upright building walls laterally connected to define an interior building space, the interior building space containing a building floor; wall upper end segments of at least a first upright building wall, a second upright building wall and a third upright building wall, the wall upper end segments defining first, second and third roof form side walls; an abutment beam laterally adjacent to the upper end segments of the first and third upright building walls and having an abutment beam top surface and an abutment beam side surface facing generally toward an opposing one of the upper end segments; a roof support beam laterally adjacent to the abutment beam between the abutment beam and the adjacent upper end segments and having a roof support beam top surface positioned lower than the abutment beam top surface so that at least a portion of the abutment beam side surface is exposed above the roof support beam top surface and defines a fourth form side wall, the roof support beam and the abutment beam together defining a composite beam having a recessed horizontal lip portion facing the second wall; and a roof form support structure including at least one support leg extending from the building floor upwardly along the opposing wall to substantially the bottom of opposing second wall upper end segment and including a support panel having a panel connected end joined to the support leg and a panel engaging end with a panel upper surface and with a lip portion engaging structure resting on and supported by the lip portion, so that the panel upper surface extends along the bottom of the wall upper end segments so that the panel upper surface defines at least a portion of a roof form bottom wall.
The composite roof form preferably additionally includes at least one concrete anchor stud extending upwardly from the roof support beam. The composite roof form preferably yet additionally includes notches in opposing upright building wall upper ends into which the roof support beam is fitted.
The wall upper end segments preferably each have a height substantially matching the desired roof thickness. A series of these roof form support structures are preferably provided having mutually adjacent and laterally abutting support panels defining a composite roof form bottom wall.
Each of these roof form support structures preferably includes two of the mutually parallel and laterally spaced apart support legs, each support leg having a leg upper end and being welded at its leg upper end to a perpendicularly oriented hinge bar pivotally mounted in hinge bar mounting structure connected to the support panel, the panels each including a panel top sheet and a series of mutually parallel top sheet supporting panel longitudinal beams secured to the panel top sheet lower face and extending substantially from the panel connected end substantially to the panel engaging end, and panel end beams perpendicular to the panel longitudinal beams at each end of the panel, and the panel end beam at the engaging end includes the lip engaging structure. The lip engaging structure preferably includes an outwardly directed engaging lip.
REFERENCES:
patent: 2233291 (1941-02-01), Leebov
patent: 2556
Glessner Brian E.
Kubler Frank L.
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