US3543458A - Monolithic floor structure with air passages - Google Patents

Monolithic floor structure with air passages Download PDF

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US3543458A
US3543458A US693800A US3543458DA US3543458A US 3543458 A US3543458 A US 3543458A US 693800 A US693800 A US 693800A US 3543458D A US3543458D A US 3543458DA US 3543458 A US3543458 A US 3543458A
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floor
concrete
pans
air
passages
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Kenneth E Guritz
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/40Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for coffered or ribbed ceilings
    • E04G11/46Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for coffered or ribbed ceilings of hat-like or trough-like shape encasing a rib or the section between two ribs or encasing one rib and its adjacent flat floor or ceiling section
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17Floor structures partly formed in situ
    • E04B5/18Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members
    • E04B5/21Cross-ribbed floors
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/48Special adaptations of floors for incorporating ducts, e.g. for heating or ventilating

Definitions

  • This invention relates to pan-type concrete floor construction, and more particularly, to an improved floor having passage means formed integrally in such floor in a simple expedient manner.
  • Pan-type concrete floor construction is utilized extensively in large buildings and particularly in multi-story buildings.
  • Such floors comprise a slab of concrete having a relatively smooth top surface defining a floor and a bottom surface provided with a plurality of spaced and aligned cavities or recesses formed therein.
  • a pan-type floor is formed by pouring concrete over a plurality of inverted pans arranged in a pattern and supported from beneath. Horizontal reinforcing rods and connecting stirrups are commonly provided to reinforce the concrete in such construction. After the concrete has been poured and sets, the pans are removed.
  • a principal advantage of this type of floor construction is its high strength to weight ratio.
  • An object of the present invention is to provide for building services within the normal thickness of pan-type floors.
  • a further object of this invention is to improve the structural characteristics of pan-type floor construction.
  • a still further object of this invention is a method for Patented Dec. 1, 1970 constructing pan-type floors having provisions for building services within the thickness of the floor and having improved structural characteristics.
  • passages of substantial cross section are provided between selected cavities of a pan-type floor.
  • the selected cavities of a pan-type floor constructed in accordance with this invention are selectively provided with novel closing members and louvers for defining air passages for heating, ventilating and air conditioning.
  • FIG. I is a bottom View of a portion of a wafile-type floor embodying the present invention.
  • FIG. 2 is a transverse cross-sectional view illustrating a portion of a completed wafile-type concrete floor taken generally along line 22 of FIG. 1;
  • FIG. 3 is a perspective view illustrating the fabrication of the wafile-type floor and showing removable molds in place between pairs of adjacent pans;
  • FIG. 4 is a cross-section of the waflle-type floor during fabrication and illustrating the removable molds in place;
  • FIG. 5 is a perspective view of the bottom of a portion of a waflle-type floor illustrating the cavities and passages defined after removal of the pans and the removable molds;
  • FIG. 6 is a perspective view illustrating a pair of adjacent cup-shaped pans utilized to form cavities in the grid network of the floor;
  • FIG. 7 is an enlarged cross-sectional view illustrating a mounting support for supporting and properly positioning reniforcing rod during fabrication.
  • FIGS. 1 and 2 there is shown a portion of a floor or ceiling construction embodying the present invention.
  • the illustrative fioor construction is of the wattle-type and is comprised of a slab of concrete 10 having a smooth top 12 and a bottom having a plurality of grid sections or cavities 14 defined therein.
  • the illustrative wattle-type floor is one specific embodiment of a pan-type floor.
  • the cavities 14 each have substantially flat to wall surfaces 1 and side wall surfaces 16 which converge upwardly. In horizontal cross-section, the cavities 14, of the illustrative embodiment, square as shown in FIG. 1.
  • openings 18 connect adjacent cavities 14.
  • the bottom of each cavity may be closed by a panel 20 so as to provide a closed passageway wholly within the confines of the concrete floor construction.
  • the inlet 22 which is adapted to be connected to a source of conditioned air connects to one end of a first passageway in the floor 10 which includes interconnected cavities 14a-14g.
  • the air flows through the passageway and is discharged through a supply grill 24 in a selected panel 20 into an area to be conditioned.
  • Air from the area to be treated enters a second passageway in the floor 10 through a return grill 26 in another panel 20 and flows through cavities 14h-14l for return through outlet 28 to the air treating system.
  • supply and return air passages are provided within the floor construction, without .the necessity for separate piping or ducting. Obviated is the necessity for a false ceiling or a dropped ceiling.
  • a concrete floor constructed in accordance with the present invention is lighter and contains less concrete than a. comparable conventional construction.
  • the air passages so formed within the pan-type floor provide an efficient, low type impedance duct. This permits air to be moved at relatively low velocities and in both heating and cooling the temperature difference between the desired room temperature and the heating or cooling air may be maintained relatively low. Thus, an eflicient and comfortable heating and cooling system results.
  • the panels 20 are provided with peripheral flanges having an S-shaped or Z-shaped portion 29 and an end flange portion 30.
  • the flange ends 30 are adapted to be secured to support nails 32 embedded in and extending from the floor construction by lock washers or like fasteners 34.
  • the support nails 32 are constructed and arranged so as to be retained in the floor construction during fabrication thereof.
  • a decorative channel member 36 made from metal or a suitable plastic is adapted to be inserted between adjacent panels 20 to finish the ceiling or bottom of the floor construction and present an aesthetically pleasing appearance from below.
  • a series of longitudinally aligned decorative strips may be removed and a wall or divider may be engaged at its upper end in the recesses defined between adjacent aligned panels 20. It is seen that the present invention readily lends itself to modern multi-story constructions where office walls are changed and moved about.
  • the decorative strips or channel members 36 are suitably secured in place by an adhesive, by a force fit, or by spring the sides of the channel member or strip into place between the recessed flanges of the adjacent panels.
  • FIGS. 3 and 4 there is illustrated a method of fabricating a wattle-type floor in accordance with the present invention.
  • a suitable wooden framework 40 is provided beneath the level of the anticipated floor or ceiling construction. It will be understood that in a multiple story dwelling the term floor and ceiling may be used interchangeably, since the floor construction of the present invention would define the ceiling of the story below as well as the floor of the story above. The construction of this invention would provide the ceiling and roof of a one-story building structure.
  • pans 42 Supported upon the wooden supports 40 are a plurality of like shallow cup-shaped pans 42, each of which has a peripheral flange 44 thereabout.
  • the flanges 44 of adjacent pans ar supported in abutting relationship by the wooden support members 40.
  • the pans 42 are arranged in rows longitudinally as well as transversely, so as to later form a plurality of longitudinally and transversely aligned cavities in a floor construction, thereby producing what is called a watfle-type floor construction. It is a feature of the present invention that the pans 42 be retained in place on the wooden supports 40 by means of the doubleheaded mounting nails 32.
  • a support member 46 which is provided with a plurality of recesses 47, 48 and 49 therein for suitably supporting reinforcing rods 50, 51 and 52 in desired spaced relationship from one to another and form the adjacent pans 42.
  • the specific number of rods employed is variable and dependent upon design consideration.
  • the specific form of support member shown merely illustrates one form of the invention.
  • removable molds 54 made from plastic or the like, for example, polyurethane foam, or the like material are disposed between adjacent pans 42 in closely fitting relationship.
  • Such removable molds 54 are sutficiently firm so as to retain their general form and close fitting relationship with the pans 42.
  • they being of plastic are deformable and destructible and therefore capable of easy removal.
  • angle brackets 56 are provided.
  • the anchor brackets 56 include end flanges 57 and 58, which are adapted to be connected to adjacent pans by means of a rivet 55 or the like, and an intermediate generally U-shaped portion 59, which is adapted to abut the top of a mold 54, so as to retain the mold 54 in place during the pouring of the concrete.
  • the sides of the pans 42 are somewhat tapered and converge generally upwardly.
  • the mold 54 is of a desired cross-sectional shape to define the desired passage between the section of the floor and it is apparent that the passage may have diiferent shapes, provided it is of adequate size to permit the desired flow of air, the placement of other services or the desired joist weight reduction.
  • conduit may be supported on the pans in a conventional manner, such conduit would become embedded in the floor and provide housing later for electric cable and for telephone lines.
  • the wooden support framework 40 and the pans 42 are removed, thereby exposing the wafile-type concrete floor, as shown, for example, in FIG. 5.
  • certain molds 54 are punched out or otherwise removed. It will be understood that all of the molds may be removed at a later date to provide additional service capacity.
  • the cavities 14 are defined by longitudinal and transverse interconnected joist members.
  • FIG. 6 there is shown a pair of adjacent pan members 42 each having a peripheral flange 44 thereabout.
  • the outer face of the flanges lies in a plane which is substantially parallel to the plane of the top of the pan.
  • the pans 42 are generally square in transverse cross section as is evident from FIG. 6.
  • FIG. 7 there-is shown a detail of a mounting support for the reinforcing rods.
  • the double-headed nails 32 not only retain the flanges 44 of the pans 42 in desired adjacent abutting relationship on the wooden frame 40, but they also provide support for the support members 46 to properly orient the reinforcing bars 50, 51, 52 with respect to each other, to the adjacent pans and to the peripheral flanges of adjacent pans.
  • the bars are spaced from the flanges of the pans 42 and from the adjacent sides of the pans. This permits proper location of the re inforcing bars 50, 51 and 52 within a completed joist arrangement in a waflie-type floor construction.
  • a concrete floor construction having a plurality of passages through the joists thereof.
  • the passages are both transversely and longitudinally aligned and the bottom of the cavities may be closed, so as to define integrally within the floor air passages for the supply of conditioned air to areas to be treated and for the return of air from an area to be conditioned to the air conditioning system or to the exhaust.
  • mechanical plumbing and electric wiring may also be installed within the passages.
  • the ceiling provided with the floor construction of the present invention has an aesthetically pleasing look, since the entire exposed concrete surface may be covered over by the panels 20, grills 24 and 26, light fixtures and by the decorative strips 36.
  • the panels may be solid, or they may incorporate grills for supply and return air.
  • lighting fixtures may be provided in selected cavities 14.
  • the lighting fixture may be substituted for a panel or alternately, the lighting fixture may be recessed in the cavity and a suitable panel 20 which will permit the light to reach the room may be provided in place of the decorative panel 20.
  • the panels 20 may be made from acoustic materials for soundproofing or may be modified so as to accommodate sprinkler heads or radio speakers as desired.
  • the overall result of the floor construction of the present invention is that the floor construction itself defines the air passageways therewithin, and all of the mechanical components including pipes for plumbing and electrical equipment may likewise be accommodated within the confines of the novel waffle-type floor.
  • a pan-type concrete floor construction comprising: a substantially horizontal concrete platform having a'floor surface and an under surface; a monolithic grid comprising a plurality of sections formed of concrete joists continuously, integrally and downwardly depending from said platform, each said grid section comprising a cavity having a top comprising a portion of said under surface and downwardly extending sides comprising surfaces of webs of said joists, the sides of selected adjacent grid sections having horizontally elongated passages of substantial cross section extending therebetween, said passages having curved horizontal ends and being vertically located wholly within the upper and lower boundaries of said joists so that both the upper and lower surfaces of said passages are spaced apart from and lie vertically between the upper and lower surfaces of said joists; and removable means for closing the open bottoms of said selected grid sections for forming at least one continuous passage in the floor construction.
  • a method of fabricating air passages in a pan-type concrete floor comprising the steps of orienting and supporting cup-shaped pans in a horizontal grid array, said pans each having a top surface, a bottom surface and a plurality of side surfaces, positioning removable molds of firm but deformable material such as plastic and having at least a pair of end surfaces, a top surface and a bottom surface between respective adjacent pans in aligned relationship to one another with the end surfaces of said molds being in close abutting relationship with the side surfaces of said respective adjacent pans, the top and bottom surfaces of said molds being vertically spaced apart from and positioned vertically intermediate the top and bottom surfaces of said pans, retaining said molds in place, pouring concrete over and around said molds and pans, removing said pans from the hardened concrete to form a substantially horizontal concrete platform comprising a floor surface and an under surface comprising aligned open-bottomed cavities, selectively removing said molds to form passage extending through the walls between selected adjacent cavities.
  • the method of claim 8 including the steps of forming a pair of separate passages in the concrete floor, one passage for supplying air from a source of conditioned air to an area to be treated and the other passage for returning air from said area to be treated to said source for reconditioning.
  • a monolithic floor structure comprising: a platform having a flat horizontal top surface, a first group of continuous horizontal concrete joists substantially parallel to each other continuously, integrally and downwardly depending from the bottom of said platform, a second group of continuous horizontal concrete joists substantially parallel to each other continuously, integrally and downwardly depending from the bottom of said platform, said joists of said first and said second groups intersecting each other to form a horizontal open-bottomed integral grid of said joists, webs of said joists forming the sides of the sections of said grid and the underside of said platform comprising the top of said sections of said grid, the sides of selected adjacent grid sections having horizontally elongated passages of substantial cross section therebetween, the portions of said joists lying below the bottom surfaces of said passages having embedded therein tension reinforcing bars and being subjected principally to tension forces.
  • a monolithic floor structure comprising: a platform having a flat horizontal top surface, a first group of continuous horizontal concrete joists substantially parallel to each other continuously, integrally and downwardly depending from the bottom of said platform, a second group of continuous horizontal concrete joists substandtially parallel to each other continuously, integrally and downwardly depending from the bottom of said platform, said joists of said first and said second groups intersecting each other to form a horizontal open-bottomed integral grid of said joists, webs of said joists forming the sides of the sections of said grid and the underside of said platform comprising the top of said sections of said grid, the sides of adjacent grid sections having horizontally elongated passages of substantial cross section extending therebetween, and a plurality of closing means of firm but deformable material having outside dimensions corresponding roughly to the dimensions of said passages positioned in selected corresponding ones of said passages to form at least one continuous air passage within the thickness of said joists.

Description

. Dec1,1970 .E,G RIT 3,543,458
MONOLITHIC FLOOR STRUCTURE WITH AIR PASSAGES Filed Dec. 27, 1967 3 Sheets-Sheet 1 MONOLITHIC FLOOR STRUCTURE WITH AIR PASSAGES Filed Dec. 27, 1967 K. E. GURITZ Dec. 1, 1970 3 Sheets-Sheet 2 MONOLITHIC FLOOR STRUCTURE WITH AIR PASSAGES K- E. GURITZ Dec. 1, 1970 3 Sheets-Sheet 3 Filed Dec 27,
United States Patent 3,543,458 MONOLITHIC FLOOR STRUCTURE WITH AIR PASSAGES Kenneth E. Guritz, 570 Emerald Harbor Drive, Sarasota, Fla. 33577 Filed Dec. 27, 1967, Ser. No. 693,800 Int. C]. 1304!) 1/16; F2041? 17/04 US. Cl. 52-127 12 Claims ABSTRACT OF THE DISCLOSURE with closures, diffusers and collectors as required. The.
method of forming a pan-type floor having such integral service passages is described.
BACKGROUND OF THE INVENTION This invention relates to pan-type concrete floor construction, and more particularly, to an improved floor having passage means formed integrally in such floor in a simple expedient manner.
Pan-type concrete floor construction is utilized extensively in large buildings and particularly in multi-story buildings. Such floors comprise a slab of concrete having a relatively smooth top surface defining a floor and a bottom surface provided with a plurality of spaced and aligned cavities or recesses formed therein.
A pan-type floor is formed by pouring concrete over a plurality of inverted pans arranged in a pattern and supported from beneath. Horizontal reinforcing rods and connecting stirrups are commonly provided to reinforce the concrete in such construction. After the concrete has been poured and sets, the pans are removed. A principal advantage of this type of floor construction is its high strength to weight ratio.
Electrical ducts and conduits having a relatively small cross-section (on the order of two inches in diameter or maximum vertical dimension) are often placed above the pans, and concrete poured thereover so as to incorporate such ducts or conduits within the floor. Later, electrical cables, telephone lines and the like may be drawn through such ducts or conduits.
Such in the floor installations may provide only a portion of the entire conduit requirement. In such instances other conduits are suspended below the ceiling. Similarly, pipes and ducts for heating, ventilation, air conditioning and plumbing as well as light fixtures are similarly suspended below the ceiling. These unsightly building services may be hidden by a suspended ceiling. In this prior arrangement a substantial portion of the vertical distance between one floor and bottom of the next floor is reserved for such services. The use of a suspended ceiling to hide the air ducts is inefficient in that the thickness of the floor is unnecessarily increased, and thereby the floor to ceiling height is reduced. Increase of floor to ceiling height to accommodate the suspended ceiling structure increases building height, material cost, and overall construction costs.
An object of the present invention is to provide for building services within the normal thickness of pan-type floors.
A further object of this invention is to improve the structural characteristics of pan-type floor construction.
A still further object of this invention is a method for Patented Dec. 1, 1970 constructing pan-type floors having provisions for building services within the thickness of the floor and having improved structural characteristics.
In accordance with one feature of this invention, passages of substantial cross section are provided between selected cavities of a pan-type floor.
In accordance with another feature of this invention, the selected cavities of a pan-type floor constructed in accordance with this invention are selectively provided with novel closing members and louvers for defining air passages for heating, ventilating and air conditioning.
In accordance with another feature of this invention, there is a substantial reduction in the weight and cost of the structural joists of a pan-type floor.
DESCRIPTION OF THE DRAWING An illustrative embodiment of the present invention is shown in the attached drawing wherein:
FIG. I is a bottom View of a portion of a wafile-type floor embodying the present invention;
FIG. 2 is a transverse cross-sectional view illustrating a portion of a completed wafile-type concrete floor taken generally along line 22 of FIG. 1;
FIG. 3 is a perspective view illustrating the fabrication of the wafile-type floor and showing removable molds in place between pairs of adjacent pans;
FIG. 4 is a cross-section of the waflle-type floor during fabrication and illustrating the removable molds in place;
FIG. 5 is a perspective view of the bottom of a portion of a waflle-type floor illustrating the cavities and passages defined after removal of the pans and the removable molds;
FIG. 6 is a perspective view illustrating a pair of adjacent cup-shaped pans utilized to form cavities in the grid network of the floor;
FIG. 7 is an enlarged cross-sectional view illustrating a mounting support for supporting and properly positioning reniforcing rod during fabrication.
DESCRIPTION OF THE ILLUSTRATIVE EMBODIMENT Referring to FIGS. 1 and 2, there is shown a portion of a floor or ceiling construction embodying the present invention. The illustrative fioor construction is of the wattle-type and is comprised of a slab of concrete 10 having a smooth top 12 and a bottom having a plurality of grid sections or cavities 14 defined therein. The illustrative wattle-type floor is one specific embodiment of a pan-type floor. The cavities 14 each have substantially flat to wall surfaces 1 and side wall surfaces 16 which converge upwardly. In horizontal cross-section, the cavities 14, of the illustrative embodiment, square as shown in FIG. 1.
In selected side walls 16 openings 18 connect adjacent cavities 14. The bottom of each cavity may be closed by a panel 20 so as to provide a closed passageway wholly within the confines of the concrete floor construction. For example, the inlet 22 which is adapted to be connected to a source of conditioned air connects to one end of a first passageway in the floor 10 which includes interconnected cavities 14a-14g. The air flows through the passageway and is discharged through a supply grill 24 in a selected panel 20 into an area to be conditioned. Air from the area to be treated enters a second passageway in the floor 10 through a return grill 26 in another panel 20 and flows through cavities 14h-14l for return through outlet 28 to the air treating system. Thus, supply and return air passages are provided within the floor construction, without .the necessity for separate piping or ducting. Obviated is the necessity for a false ceiling or a dropped ceiling.
A concrete floor constructed in accordance with the present invention is lighter and contains less concrete than a. comparable conventional construction.
The air passages so formed within the pan-type floor provide an efficient, low type impedance duct. This permits air to be moved at relatively low velocities and in both heating and cooling the temperature difference between the desired room temperature and the heating or cooling air may be maintained relatively low. Thus, an eflicient and comfortable heating and cooling system results.
The panels 20 are provided with peripheral flanges having an S-shaped or Z-shaped portion 29 and an end flange portion 30. The flange ends 30 are adapted to be secured to support nails 32 embedded in and extending from the floor construction by lock washers or like fasteners 34. As will be explained more fully hereinafter, the support nails 32 are constructed and arranged so as to be retained in the floor construction during fabrication thereof.
A decorative channel member 36 made from metal or a suitable plastic is adapted to be inserted between adjacent panels 20 to finish the ceiling or bottom of the floor construction and present an aesthetically pleasing appearance from below. Alternatively, a series of longitudinally aligned decorative strips may be removed and a wall or divider may be engaged at its upper end in the recesses defined between adjacent aligned panels 20. It is seen that the present invention readily lends itself to modern multi-story constructions where office walls are changed and moved about. The decorative strips or channel members 36 are suitably secured in place by an adhesive, by a force fit, or by spring the sides of the channel member or strip into place between the recessed flanges of the adjacent panels.
Referring to FIGS. 3 and 4, there is illustrated a method of fabricating a wattle-type floor in accordance with the present invention. A suitable wooden framework 40 is provided beneath the level of the anticipated floor or ceiling construction. It will be understood that in a multiple story dwelling the term floor and ceiling may be used interchangeably, since the floor construction of the present invention would define the ceiling of the story below as well as the floor of the story above. The construction of this invention would provide the ceiling and roof of a one-story building structure.
Supported upon the wooden supports 40 are a plurality of like shallow cup-shaped pans 42, each of which has a peripheral flange 44 thereabout. The flanges 44 of adjacent pans ar supported in abutting relationship by the wooden support members 40. In this illustrative embodiment the pans 42 are arranged in rows longitudinally as well as transversely, so as to later form a plurality of longitudinally and transversely aligned cavities in a floor construction, thereby producing what is called a watfle-type floor construction. It is a feature of the present invention that the pans 42 be retained in place on the wooden supports 40 by means of the doubleheaded mounting nails 32. Suitably aflixed to selected adjacent mounting nails 32 and supported thereon is a support member 46 which is provided with a plurality of recesses 47, 48 and 49 therein for suitably supporting reinforcing rods 50, 51 and 52 in desired spaced relationship from one to another and form the adjacent pans 42. The specific number of rods employed is variable and dependent upon design consideration. The specific form of support member shown merely illustrates one form of the invention.
To create the voids or openings 18 in th downwardly depending sidewalls forming the cavities in the waflietype floor, removable molds 54 made from plastic or the like, for example, polyurethane foam, or the like material are disposed between adjacent pans 42 in closely fitting relationship. Such removable molds 54 are sutficiently firm so as to retain their general form and close fitting relationship with the pans 42. However, they being of plastic are deformable and destructible and therefore capable of easy removal. To prevent the floating or accidental movement of these molds 54 when concrete is poured into place, angle brackets 56 are provided. The anchor brackets 56 include end flanges 57 and 58, which are adapted to be connected to adjacent pans by means of a rivet 55 or the like, and an intermediate generally U-shaped portion 59, which is adapted to abut the top of a mold 54, so as to retain the mold 54 in place during the pouring of the concrete. As aforenoted, the sides of the pans 42 are somewhat tapered and converge generally upwardly. The mold 54 is of a desired cross-sectional shape to define the desired passage between the section of the floor and it is apparent that the passage may have diiferent shapes, provided it is of adequate size to permit the desired flow of air, the placement of other services or the desired joist weight reduction. If desired, conduit may be supported on the pans in a conventional manner, such conduit would become embedded in the floor and provide housing later for electric cable and for telephone lines.
After the concrete has been poured and has set, the wooden support framework 40 and the pans 42 are removed, thereby exposing the wafile-type concrete floor, as shown, for example, in FIG. 5. To open and thereby provide the passages 18 between the adjacent cavities, and thereby form a passageway or passageways integrally in the floor 10, certain molds 54 are punched out or otherwise removed. It will be understood that all of the molds may be removed at a later date to provide additional service capacity.
The cavities 14 are defined by longitudinal and transverse interconnected joist members.
In FIG. 6, there is shown a pair of adjacent pan members 42 each having a peripheral flange 44 thereabout. The outer face of the flanges lies in a plane which is substantially parallel to the plane of the top of the pan. The pans 42 are generally square in transverse cross section as is evident from FIG. 6.
In FIG. 7, there-is shown a detail of a mounting support for the reinforcing rods. The double-headed nails 32 not only retain the flanges 44 of the pans 42 in desired adjacent abutting relationship on the wooden frame 40, but they also provide support for the support members 46 to properly orient the reinforcing bars 50, 51, 52 with respect to each other, to the adjacent pans and to the peripheral flanges of adjacent pans. The bars are spaced from the flanges of the pans 42 and from the adjacent sides of the pans. This permits proper location of the re inforcing bars 50, 51 and 52 within a completed joist arrangement in a waflie-type floor construction.
By the present invention, in the illustrative embodiment there has been provided a concrete floor construction having a plurality of passages through the joists thereof. The passages are both transversely and longitudinally aligned and the bottom of the cavities may be closed, so as to define integrally within the floor air passages for the supply of conditioned air to areas to be treated and for the return of air from an area to be conditioned to the air conditioning system or to the exhaust. It will be understood that mechanical plumbing and electric wiring may also be installed Within the passages. By the present construction, the dead load of the concrete has been minimized since the openings in the joists remove many pounds of unnecessary concrete from the floor construction. It has been found that the floor construction is improved by the removal of such concrete.
The creation of air passages in the concrete floor results in a concrete floor construction which has a relatively large thermal capacity. When there is a requirement for heating, warm air will be supplied through the passageway within the concrete floor construction and the walls thereof are warmed. The heat stored in the concrete creates a radiant effect. A similar effect results when cool air is supplied to the passageways defined in the floor.
The ceiling provided with the floor construction of the present invention has an aesthetically pleasing look, since the entire exposed concrete surface may be covered over by the panels 20, grills 24 and 26, light fixtures and by the decorative strips 36.
As shown in FIG. 1, the panels may be solid, or they may incorporate grills for supply and return air. It will be understood that lighting fixtures may be provided in selected cavities 14. The lighting fixture may be substituted for a panel or alternately, the lighting fixture may be recessed in the cavity and a suitable panel 20 which will permit the light to reach the room may be provided in place of the decorative panel 20. Further, the panels 20 may be made from acoustic materials for soundproofing or may be modified so as to accommodate sprinkler heads or radio speakers as desired. The overall result of the floor construction of the present invention is that the floor construction itself defines the air passageways therewithin, and all of the mechanical components including pipes for plumbing and electrical equipment may likewise be accommodated within the confines of the novel waffle-type floor.
While I have shown a presently preferred form of the invention, it will be understood that the invention is not limited thereto, since it may be otherwise embodied within the scope of the following claims.
What is claimed is:
1. A pan-type concrete floor construction comprising: a substantially horizontal concrete platform having a'floor surface and an under surface; a monolithic grid comprising a plurality of sections formed of concrete joists continuously, integrally and downwardly depending from said platform, each said grid section comprising a cavity having a top comprising a portion of said under surface and downwardly extending sides comprising surfaces of webs of said joists, the sides of selected adjacent grid sections having horizontally elongated passages of substantial cross section extending therebetween, said passages having curved horizontal ends and being vertically located wholly within the upper and lower boundaries of said joists so that both the upper and lower surfaces of said passages are spaced apart from and lie vertically between the upper and lower surfaces of said joists; and removable means for closing the open bottoms of said selected grid sections for forming at least one continuous passage in the floor construction.
2. A floor construction as in claim 1, wherein the passages are between a plurality of aligned grid sections to define a continuous longitudinal passage.
3. A floor construction as in claim 2, wherein at least one of said selected grid sections is provided with a passage to an adjacent grid section in transverse alignment with said longitudinal passage to define an air passage transverse to said longitudinal passage.
4. A floor construction as in claim 2, wherein at least two separate passages are defined, one of said passages connected to a source of conditioned air for supplying conditioned air to said passage, said conditioned air being discharged from said one passage through a supply grill into an area to be treated, said second passage having at least one grid section thereof fitted with a return air grill for receiving air to be returned to said source of conditioned air.
5. A floor construction as in claim 1, further comprising studs protruding from the formed floor construction in a set pattern, and said means for closing said grid sections comprise panels adapted to be supported on said studs.
6. A floor constructing as in claim 5, wherein the panels are retained on said studs by means of washer fasteners.
7. A floor construction as in claim 1, wherein support members are carried on studs used to position forming pans during construction, said support members supporting reinforcing rods and positioning them with respect to one another and with respect to adjacent forming pans, said studs and said support members being retained in the floor construction after fabrication thereof.
8. A method of fabricating air passages in a pan-type concrete floor comprising the steps of orienting and supporting cup-shaped pans in a horizontal grid array, said pans each having a top surface, a bottom surface and a plurality of side surfaces, positioning removable molds of firm but deformable material such as plastic and having at least a pair of end surfaces, a top surface and a bottom surface between respective adjacent pans in aligned relationship to one another with the end surfaces of said molds being in close abutting relationship with the side surfaces of said respective adjacent pans, the top and bottom surfaces of said molds being vertically spaced apart from and positioned vertically intermediate the top and bottom surfaces of said pans, retaining said molds in place, pouring concrete over and around said molds and pans, removing said pans from the hardened concrete to form a substantially horizontal concrete platform comprising a floor surface and an under surface comprising aligned open-bottomed cavities, selectively removing said molds to form passage extending through the walls between selected adjacent cavities.
9. The method of claim 8 including the steps of forming a pair of separate passages in the concrete floor, one passage for supplying air from a source of conditioned air to an area to be treated and the other passage for returning air from said area to be treated to said source for reconditioning.
10. The method in accordance with claim 8 further comprising the step of closing the open bottoms of said selected adjacent cavities to define a continuous passage for air within the floor.
11. A monolithic floor structure comprising: a platform having a flat horizontal top surface, a first group of continuous horizontal concrete joists substantially parallel to each other continuously, integrally and downwardly depending from the bottom of said platform, a second group of continuous horizontal concrete joists substantially parallel to each other continuously, integrally and downwardly depending from the bottom of said platform, said joists of said first and said second groups intersecting each other to form a horizontal open-bottomed integral grid of said joists, webs of said joists forming the sides of the sections of said grid and the underside of said platform comprising the top of said sections of said grid, the sides of selected adjacent grid sections having horizontally elongated passages of substantial cross section therebetween, the portions of said joists lying below the bottom surfaces of said passages having embedded therein tension reinforcing bars and being subjected principally to tension forces.
12. A monolithic floor structure comprising: a platform having a flat horizontal top surface, a first group of continuous horizontal concrete joists substantially parallel to each other continuously, integrally and downwardly depending from the bottom of said platform, a second group of continuous horizontal concrete joists substandtially parallel to each other continuously, integrally and downwardly depending from the bottom of said platform, said joists of said first and said second groups intersecting each other to form a horizontal open-bottomed integral grid of said joists, webs of said joists forming the sides of the sections of said grid and the underside of said platform comprising the top of said sections of said grid, the sides of adjacent grid sections having horizontally elongated passages of substantial cross section extending therebetween, and a plurality of closing means of firm but deformable material having outside dimensions corresponding roughly to the dimensions of said passages positioned in selected corresponding ones of said passages to form at least one continuous air passage within the thickness of said joists.
References Cited UNITED STATES PATENTS Levine 264-31 Stark 52744 X Bremer 52-381 Warren 52303 X Leonard 52-679 8 1,338,567 4/1920 Flynn 52 3s1X 2,093,401 9/1937 Carilli 249-30 2,611,261 9/1952 Preston 52 220 X FOREIGN PATENTS 5 361,384 5/1962 Switzerland.
ALFRED C. PERHAM, Primary Examiner l0 U.S. Cl. X.R.
US693800A 1967-12-27 1967-12-27 Monolithic floor structure with air passages Expired - Lifetime US3543458A (en)

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Cited By (32)

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US3695574A (en) * 1970-09-09 1972-10-03 J Edson Charlier Concrete pan forms
US3788012A (en) * 1972-02-22 1974-01-29 Arnold Ass Inc Modular building structure elements of slabs with central support posts
US4025021A (en) * 1976-02-17 1977-05-24 Stout Robert K Concrete form for casting-in-place a concrete structure
US4030257A (en) * 1975-03-04 1977-06-21 International Environmental Dynamics Folded slab floor construction and method
US4566668A (en) * 1984-03-29 1986-01-28 Koppenberg Bruce G Apparatus for casting concrete
US4799348A (en) * 1984-06-19 1989-01-24 Max Brami Method and equipment for making a rigid slab enabling to carry a building
US4881714A (en) * 1988-07-05 1989-11-21 Koppenberg Bruce G Concrete molding system with tubs
US4909717A (en) * 1985-02-04 1990-03-20 National Concrete Masonry Association Biaxial concrete masonry casting apparatus
US5108281A (en) * 1985-02-04 1992-04-28 National Concrete Masonry Association Biaxial concrete masonry casting apparatus
US5397096A (en) * 1993-02-01 1995-03-14 Nelson; Stevan T. Forming apparatus for concrete floors, ceilings and walls
WO2001088298A1 (en) * 2000-05-16 2001-11-22 Valerio Pontarolo Accessory for modular elements for the support and ventilation of crawl spaces, floor structures, floors or similar articles in the building field
WO2002042565A1 (en) * 2000-11-21 2002-05-30 Pidgeon, John, Terry Foundation structure
US6620040B2 (en) * 2002-01-04 2003-09-16 Daniel F. Rehbein Moisture venting structure for the construction of walls
EP1236843A3 (en) * 2000-12-13 2004-01-14 Cristalli, Nicola System, method and modular forms for the production of floors
WO2004109029A1 (en) * 2003-06-04 2004-12-16 Roger Ericsson A building structure, an element and a beam for the building structure, and a method for heating or cooling a building
US20050034418A1 (en) * 2003-07-30 2005-02-17 Leonid Bravinski Methods and systems for fabricating composite structures including floor and roof structures
US20070137133A1 (en) * 2005-11-28 2007-06-21 Bartoli N.V. Building system, beam element, column and method
US20070259520A1 (en) * 2006-04-24 2007-11-08 Cooper Marvin O Beveled trench forming device for concrete slab foundations
WO2008071249A1 (en) * 2006-12-12 2008-06-19 Pontarolo Engineering S.P.A. Unit for the construction of slab foundations
US20090000226A1 (en) * 2007-06-29 2009-01-01 H2O Hive Holdings Pty Ltd System for storing water
US20100115869A1 (en) * 2004-02-17 2010-05-13 Geoplast S.P.A. Connecting and plugging element for modular floor construction
US20100132290A1 (en) * 2006-02-28 2010-06-03 Ropak Corporation Nestable structural hollow body and related methods
US20120233950A1 (en) * 2011-03-17 2012-09-20 Cemwall Systems Concrete wall systems and methods and spacers therefor
WO2013171772A1 (en) * 2012-05-17 2013-11-21 Vass Technologies S.R.L. Modular-based, concrete floor or roofing building structure
KR20140009962A (en) * 2010-06-28 2014-01-23 알베르토 알라르콘 가르시아 Lightweight slab or similar structural element which can receive equipment that is accessible and that can extend through the slab
US8827235B1 (en) * 2012-05-11 2014-09-09 William L. Fisher, III Concrete form for building foundation construction with form insert creating recessed sections
WO2014196878A1 (en) 2013-06-05 2014-12-11 Fabio Parodi Method and apparatus for forming a formwork for a concrete slab
CN106351376A (en) * 2016-08-29 2017-01-25 中冶建工集团有限公司 Construction method of garage roof
US20170058517A1 (en) * 2015-08-29 2017-03-02 Clark Pacific Precast, Llc Integrated access floor system
KR20190021694A (en) * 2017-08-23 2019-03-06 주식회사 포스코 Mat slab
US20210317670A1 (en) * 2020-04-14 2021-10-14 Voidform Products, Inc. Modular Void Form Structure
KR102607638B1 (en) * 2023-03-28 2023-11-29 (주)유나 Prefabricated laboratory for air purification

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Cited By (45)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3695574A (en) * 1970-09-09 1972-10-03 J Edson Charlier Concrete pan forms
US3788012A (en) * 1972-02-22 1974-01-29 Arnold Ass Inc Modular building structure elements of slabs with central support posts
US4030257A (en) * 1975-03-04 1977-06-21 International Environmental Dynamics Folded slab floor construction and method
US4025021A (en) * 1976-02-17 1977-05-24 Stout Robert K Concrete form for casting-in-place a concrete structure
DE2706888A1 (en) * 1976-02-17 1977-08-18 Robert Kelso Stout MOLD FOR THE MANUFACTURE OF CONCRETE CEILINGS AND ROOFING
US4566668A (en) * 1984-03-29 1986-01-28 Koppenberg Bruce G Apparatus for casting concrete
US4799348A (en) * 1984-06-19 1989-01-24 Max Brami Method and equipment for making a rigid slab enabling to carry a building
US4909717A (en) * 1985-02-04 1990-03-20 National Concrete Masonry Association Biaxial concrete masonry casting apparatus
US5108281A (en) * 1985-02-04 1992-04-28 National Concrete Masonry Association Biaxial concrete masonry casting apparatus
US4881714A (en) * 1988-07-05 1989-11-21 Koppenberg Bruce G Concrete molding system with tubs
US5397096A (en) * 1993-02-01 1995-03-14 Nelson; Stevan T. Forming apparatus for concrete floors, ceilings and walls
WO2001088298A1 (en) * 2000-05-16 2001-11-22 Valerio Pontarolo Accessory for modular elements for the support and ventilation of crawl spaces, floor structures, floors or similar articles in the building field
US6941705B2 (en) 2000-05-16 2005-09-13 Valerio Pontarolo Accessory for modular elements for the support and ventilation of crawl spaces, floor structures, floors or similar articles in the building field
WO2002042565A1 (en) * 2000-11-21 2002-05-30 Pidgeon, John, Terry Foundation structure
GB2386386A (en) * 2000-11-21 2003-09-17 John Terry Pidgeon Foundation structure
GB2386386B (en) * 2000-11-21 2004-08-18 John Terry Pidgeon Foundation structure
US20040226236A1 (en) * 2000-11-21 2004-11-18 Pidgeon John Terry Foundation structure
EP1236843A3 (en) * 2000-12-13 2004-01-14 Cristalli, Nicola System, method and modular forms for the production of floors
US6620040B2 (en) * 2002-01-04 2003-09-16 Daniel F. Rehbein Moisture venting structure for the construction of walls
WO2004109029A1 (en) * 2003-06-04 2004-12-16 Roger Ericsson A building structure, an element and a beam for the building structure, and a method for heating or cooling a building
US20050034418A1 (en) * 2003-07-30 2005-02-17 Leonid Bravinski Methods and systems for fabricating composite structures including floor and roof structures
US8495846B2 (en) * 2003-07-30 2013-07-30 Leonid G. Bravinski Formwork assembly for fabricating composite structures including floor and roof structures
US20100115869A1 (en) * 2004-02-17 2010-05-13 Geoplast S.P.A. Connecting and plugging element for modular floor construction
US20070137133A1 (en) * 2005-11-28 2007-06-21 Bartoli N.V. Building system, beam element, column and method
US20100132290A1 (en) * 2006-02-28 2010-06-03 Ropak Corporation Nestable structural hollow body and related methods
US8322112B2 (en) * 2006-02-28 2012-12-04 Ropak Corporation Nestable structural hollow body and related methods
US20070259520A1 (en) * 2006-04-24 2007-11-08 Cooper Marvin O Beveled trench forming device for concrete slab foundations
US9260862B2 (en) * 2006-04-24 2016-02-16 Eveth Cooper Beveled trench forming device for concrete slab foundations
WO2008071249A1 (en) * 2006-12-12 2008-06-19 Pontarolo Engineering S.P.A. Unit for the construction of slab foundations
US20100146889A1 (en) * 2006-12-12 2010-06-17 Pontarolo Engineering S.P.A. Unit for the construction of slab foundations
US20090000226A1 (en) * 2007-06-29 2009-01-01 H2O Hive Holdings Pty Ltd System for storing water
KR20140009962A (en) * 2010-06-28 2014-01-23 알베르토 알라르콘 가르시아 Lightweight slab or similar structural element which can receive equipment that is accessible and that can extend through the slab
EP2589719A4 (en) * 2010-06-28 2016-09-28 Garcia Alberto Alarcon Lightweight slab or similar structural element which can receive equipment that is accessible and that can extend through the slab
US20120233950A1 (en) * 2011-03-17 2012-09-20 Cemwall Systems Concrete wall systems and methods and spacers therefor
US8827235B1 (en) * 2012-05-11 2014-09-09 William L. Fisher, III Concrete form for building foundation construction with form insert creating recessed sections
WO2013171772A1 (en) * 2012-05-17 2013-11-21 Vass Technologies S.R.L. Modular-based, concrete floor or roofing building structure
CN105452577A (en) * 2013-06-05 2016-03-30 F·帕罗蒂 Method and apparatus for forming a formwork for a concrete slab
WO2014196878A1 (en) 2013-06-05 2014-12-11 Fabio Parodi Method and apparatus for forming a formwork for a concrete slab
EP3004481A4 (en) * 2013-06-05 2016-11-23 Fabio Parodi Method and apparatus for forming a formwork for a concrete slab
CN105452577B (en) * 2013-06-05 2018-07-24 F·帕罗蒂 The method and apparatus for forming the template for concrete slab
US20170058517A1 (en) * 2015-08-29 2017-03-02 Clark Pacific Precast, Llc Integrated access floor system
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US20210317670A1 (en) * 2020-04-14 2021-10-14 Voidform Products, Inc. Modular Void Form Structure
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