AR077560A1 - A thin shell composite panel that has a concrete slab and reinforcement of laminated metal and methods to manufacture a thin shell composite panel that has two concrete slabs spaced apart in parallel plans and uplift units. - Google Patents

A thin shell composite panel that has a concrete slab and reinforcement of laminated metal and methods to manufacture a thin shell composite panel that has two concrete slabs spaced apart in parallel plans and uplift units.

Info

Publication number
AR077560A1
AR077560A1 ARP100102503A AR077560A1 AR 077560 A1 AR077560 A1 AR 077560A1 AR P100102503 A ARP100102503 A AR P100102503A AR 077560 A1 AR077560 A1 AR 077560A1
Authority
AR
Argentina
Prior art keywords
concrete
mesh
openings
uprights
composite panel
Prior art date
Application number
Other languages
Spanish (es)
Original Assignee
Bodnar Ernest R
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Bodnar Ernest R filed Critical Bodnar Ernest R
Publication of AR077560A1 publication Critical patent/AR077560A1/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17—Floor structures partly formed in situ
    • E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • E04B5/29—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated the prefabricated parts of the beams consisting wholly of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
    • E04C2/36—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by transversely-placed strip material, e.g. honeycomb panels
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
    • E04C3/09—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders at least partly of bent or otherwise deformed strip- or sheet-like material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/0434—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the open cross-section free of enclosed cavities
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0452—H- or I-shaped
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0473—U- or C-shaped

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Panels For Use In Building Construction (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

Un panel compuesto de cáscara delgada que posee una losa de hormigon, y montantes de refuerzo de metal laminado, parcialmente embutidos en la losa en ubicaciones espaciadas separadamente, cada montante de refuerzo de metal laminado posee una malla de metal laminado, una pluralidad de aberturas principales de malla formadas en intervalos espaciados y nervaduras y aberturas de nervadura en los extremos de cada nervadura, pestanas de nervadura alrededor de las aberturas de nervadura, pestanas de malla formadas alrededor de cada abertura principal de malla, canales de refuerzo formados a lo largo de los lados opuestos de las aberturas principales de malla, pestanas laterales formadas a lo largo de cada lado de la malla, una tira de embutir formada a lo largo de una pestana lateral, aberturas de flujo de hormigon en la tira de embutir. Se describen dos métodos de fabricacion de dichas paredes. Reivindicacion 1: Un elemento de panel compuesto de cáscara delgada que posee una losa de hormigon y montantes de refuerzo de metal laminado, parcialmente embutidos en dicha losa en ubicaciones espaciadas separadamente, caracterizado porque dicho montante de refuerzo de metal laminado comprende; una malla de metal laminado; una pluralidad de aberturas principales de malla formadas en intervalos espaciados y que definen nervaduras entre dichas aberturas principales de malla; aberturas de nervadura en los extremos de cada nervadura; pestanas de nervadura alrededor de las aberturas de nervadura; pestanas de malla formadas alrededor de cada abertura principal de malla sustancialmente normal al plano de dicha malla; canales de refuerzo formados por curvas adicionales en algunas de dichas pestanas de malla, que se extienden a lo largo de los lados opuestos de dichas aberturas principales de malla; pestanas laterales formadas a lo largo de cada lado de dicha malla; una tira de embutir formada a lo largo de una pestana lateral; aberturas de flujo de hormigon en dicha tira de embutir en intervalos espaciados, y, una tira de cierre formada sobre dicha tira de embutir. Reivindicacion 2: Un panel de construccion compuesto de cáscara delgada segun la reivindicacion 1 caracterizado porque cada montante posee formaciones embutidas lo largo de ambos lados de dicha malla, y aberturas de flujo de hormigon en las mismas, y tiras de cierre a lo largo de ambas formaciones de embutir. Reivindicacion 8: Un panel compuesto de construccion de cáscara delgada segun la reivindicacion 1, caracterizado porque dicha malla está formada con dichas pestanas laterales que se extienden fuera hasta un primer lado de dicha malla y con aberturas de flujo de hormigon en dicha malla adyacentes a dichas pestanas laterales, y siendo dichas aberturas de flujo de hormigon formadas perforando las porciones de dicha malla para desviar las porciones de lengüeta de cierre que se extiende hacia fuera hasta un segundo lado de dicha malla, en un plano generalmente coplanar con dichas pestanas laterales, para el embutido en dicho hormigon. Reivindicacion 9: Un método para fabricar un elemento de panel compuesto de cáscara delgada que posee dos losas de hormigon espaciadas separadamente en planos paralelos, y montantes de refuerzo de metal laminado, parcialmente embutidas en cada losa en ubicaciones espaciadas separadamente, y en donde cada montante de refuerzo de metal laminado posee primeros y segundos extremos y primeras y segundas tiras de embutir en hormigon, formadas a lo largo de dichos respectivos extremos, y aberturas de flujo de hormigon en dichas tiras de embutir en intervalos espaciados, caracterizado porque comprende los pasos de; verter una primera cantidad de hormigon en un molde para formar una primera losa; ensamblar un ensamblaje de montantes de refuerzo de una pluralidad de dichos montantes en una relacion paralela espaciada separadamente lado a lado; embutir dichas primeras tiras de embutir en dicha primera cantidad de hormigon y permitir que dicho hormigon cure; quitar dicho hormigon curado y dicho ensamblaje de montantes de refuerzo de dicho molde; verter una segunda cantidad de hormigon en dicho molde; invertir dicho hormigon curado y ensamblaje de montantes de refuerzo; embutir dicha segunda tira de embutir en dicha segunda cantidad de hormigon, y permitir que dicho hormigon cure, y, quitar dicho elemento de panel compuesto de dicho molde. Reivindicacion 10: Un método para fabricar un elemento de panel compuesto de cáscara delgada que posee dos losas de hormigon espaciadas separadamente en planos paralelos, y montantes de refuerzo de metal laminado, parcialmente embutidos en cada losa en ubicaciones espaciadas separadamente, y materiales de aislacion entre dichos montantes y dichos paneles, y en donde cada montante de refuerzo de metal laminado posee primeros y segundos extremos y primeras y segundas tiras de embutir en hormigon, formadas a lo largo de dichos respectivos extremos, y aberturas de flujo de hormigon en dichas tiras de embutir en intervalos espaciados, caracterizado porque comprende los pasos de; verter una primera cantidad de hormigon en un molde para formar una primera losa; ensamblar un ensamblaje de montantes de refuerzo de una pluralidad de dichos montantes en relacion paralela espaciada separadamente de lado a lado; embutir dichas primeras tiras de embutir en dicha primera cantidad de hormigon; colocar material de aislacion entre dichos montantes, dicho material de aislacion dejando dichas segundas tiras de embutir de dichos montantes que se extienden hacia arriba por encima de dicho material de aislacion; verter una segunda cantidad de hormigon en dicho molde sobre dicho material de aislacion, y embutir dichas segundas tiras de embutir de dichos montantes en dicha segunda cantidad de hormigon, y permitiendo que dicho hormigon cure, y, quitar dicho elemento de panel compuesto de dicho molde.A thin-shell composite panel that has a concrete slab, and laminated metal reinforcement struts, partially embedded in the slab in separately spaced locations, each laminated metal reinforcement stud has a laminated metal mesh, a plurality of main openings of mesh formed at spaced intervals and ribs and rib openings at the ends of each rib, rib eyelashes around the rib openings, mesh flanges formed around each main mesh opening, reinforcement channels formed along the opposite sides of the main mesh openings, lateral flanges formed along each side of the mesh, a mortar strip formed along a lateral flange, concrete flow openings in the mortise strip. Two methods of manufacturing said walls are described. Claim 1: A thin shell composite panel element having a concrete slab and reinforcing studs of laminated metal, partially embedded in said slab in separately spaced locations, characterized in that said reinforcing stud of rolled metal comprises; a laminated metal mesh; a plurality of main mesh openings formed at spaced intervals and defining ribs between said main mesh openings; rib openings at the ends of each rib; rib eyelashes around the rib openings; mesh tabs formed around each main mesh opening substantially normal to the plane of said mesh; reinforcing channels formed by additional curves in some of said mesh flanges, which extend along opposite sides of said main mesh openings; lateral flanges formed along each side of said mesh; a drawing strip formed along a lateral flange; concrete flow openings in said mortise strip at spaced intervals, and, a closure strip formed on said mortise strip. Claim 2: A construction panel composed of thin shell according to claim 1 characterized in that each upright has embedded formations along both sides of said mesh, and concrete flow openings therein, and closure strips along both inlay formations. Claim 8: A composite thin shell construction panel according to claim 1, characterized in that said mesh is formed with said side flanges extending out to a first side of said mesh and with concrete flow openings in said mesh adjacent to said side flanges, and said concrete flow openings being formed by perforating the portions of said mesh to deflect the portions of closure tongue extending outwardly to a second side of said mesh, in a plane generally coplanar with said side flanges, to the sausage in said concrete. Claim 9: A method for manufacturing a thin-shell composite panel element having two concrete slabs spaced apart in parallel planes, and reinforcing studs of rolled metal, partially embedded in each slab in separately spaced locations, and wherein each stud Reinforced rolled metal has first and second ends and first and second strips of concrete inlay, formed along said respective ends, and concrete flow openings in said strips of stuffed in spaced intervals, characterized in that it comprises the steps of ; pour a first amount of concrete into a mold to form a first slab; assembling an assembly of reinforcing uprights of a plurality of said uprights in a parallel relationship spaced apart side by side; stuffing said first strips of stuffing into said first quantity of concrete and allowing said concrete to cure; removing said cured concrete and said assembly of reinforcing uprights of said mold; pouring a second quantity of concrete into said mold; invert said cured concrete and reinforcement stile assembly; stuffing said second strip of stuffing into said second quantity of concrete, and allowing said concrete to cure, and, removing said composite panel element from said mold. Claim 10: A method for manufacturing a thin-shell composite panel element having two concrete slabs spaced apart in parallel planes, and reinforcing uprights of rolled metal, partially embedded in each slab in separately spaced locations, and insulation materials between said uprights and said panels, and wherein each laminated metal reinforcement stile has first and second ends and first and second strips of concrete inlay, formed along said respective ends, and concrete flow openings in said strips of said stuff in spaced intervals, characterized in that it comprises the steps of; pour a first amount of concrete into a mold to form a first slab; assembling an assembly of reinforcing uprights of a plurality of said uprights in parallel relationship spaced separately from side to side; stuffing said first strips of stuffing into said first quantity of concrete; placing insulation material between said uprights, said insulating material leaving said second inlay strips of said uprights extending upwardly over said insulating material; pouring a second amount of concrete into said mold on said insulation material, and stuffing said second strips of stuffing said uprights into said second amount of concrete, and allowing said concrete to cure, and, removing said composite panel element from said mold .

ARP100102503 2009-07-10 2010-07-08 A thin shell composite panel that has a concrete slab and reinforcement of laminated metal and methods to manufacture a thin shell composite panel that has two concrete slabs spaced apart in parallel plans and uplift units. AR077560A1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CA 2671647 CA2671647A1 (en) 2009-07-10 2009-07-10 Composite panel and stud and dual slab panel and method

Publications (1)

Publication Number Publication Date
AR077560A1 true AR077560A1 (en) 2011-09-07

Family

ID=43428714

Family Applications (1)

Application Number Title Priority Date Filing Date
ARP100102503 AR077560A1 (en) 2009-07-10 2010-07-08 A thin shell composite panel that has a concrete slab and reinforcement of laminated metal and methods to manufacture a thin shell composite panel that has two concrete slabs spaced apart in parallel plans and uplift units.

Country Status (3)

Country Link
AR (1) AR077560A1 (en)
CA (1) CA2671647A1 (en)
WO (1) WO2011003198A1 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105881698A (en) * 2015-01-26 2016-08-24 任丘市永基建筑安装工程有限公司 Prefabricating technology for double-layer heat preservation roof plate
US11725386B2 (en) 2020-01-16 2023-08-15 Simpson Strong-Tie Company Inc. Serrated beam
US11028573B1 (en) * 2020-01-16 2021-06-08 Novel Structures, LLC Serrated beam

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2039654T3 (en) * 1988-12-21 1993-10-01 Ernest R. Bodnar METAL STYLE.
US20030014935A1 (en) * 2001-07-18 2003-01-23 Bodnar Ernest R. Sheet metal stud and composite construction panel and method
US20060150548A1 (en) * 2004-12-27 2006-07-13 Gcg Holdings Ltd Floor system with stell joists having openings with edge reinforcements and method

Also Published As

Publication number Publication date
CA2671647A1 (en) 2011-01-10
WO2011003198A1 (en) 2011-01-13

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