ES2043721T3 - FORMWORK. - Google Patents

FORMWORK.

Info

Publication number
ES2043721T3
ES2043721T3 ES88107761T ES88107761T ES2043721T3 ES 2043721 T3 ES2043721 T3 ES 2043721T3 ES 88107761 T ES88107761 T ES 88107761T ES 88107761 T ES88107761 T ES 88107761T ES 2043721 T3 ES2043721 T3 ES 2043721T3
Authority
ES
Spain
Prior art keywords
formwork elements
reinforcement
folded
concrete
arched
Prior art date
Legal status (The legal status 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 status listed.)
Expired - Lifetime
Application number
ES88107761T
Other languages
Spanish (es)
Inventor
Istvan Dipl-Ing Szovenyi
Andrea Dipl-Ing Czoch
Tamas Dipl-Ing Albert
Szabo Lajos Dipl-Ing Onodi
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SZOVENYI ISTVAN DIPL ING
TAMAS ALBERT
Original Assignee
SZOVENYI ISTVAN DIPL ING
TAMAS ALBERT
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 SZOVENYI ISTVAN DIPL ING, TAMAS ALBERT filed Critical SZOVENYI ISTVAN DIPL ING
Application granted granted Critical
Publication of ES2043721T3 publication Critical patent/ES2043721T3/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E04B1/161—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, both being partially cast in situ
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8611—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf
    • 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
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

Method of making reinforced concrete structures of thin cross section using permanent formwork elements, concrete being poured between the formwork elements or spread onto the formwork elements in the course of the method. The method according to the invention can be characterised in that the relative precise position of the formwork elements and of the reinforcement is determined, co-ordinated and set for the individual stages of production, erection and concreting. This is achieved in that the formwork elements are provided with multi-purpose distance inserts (2) - plane-lattice pieces which are preferably prefabricated from corrosion-resistant material, stiffen the formwork elements and fix the reinforcement, folded or arched lattice surfaces, hollow perforated sheet-metal pieces ensuring the shape and the weight-reduction of the concrete cross section, folded or arched perforated sheet-metal surfaces, or profiled members also performing the heat- and sound-insulating function and made of plastic, silicate foam or other organic and inorganic materials or combinations thereof - and in that iron wires are passed through the distance inserts (2) of the formwork elements placed next to one another or above one another, expediently by threading through or snapping in, and an area which is ready for the pouring and is of the desired size and shape is produced, if desired from the self- supporting formwork elements. <IMAGE>
ES88107761T 1988-05-13 1988-05-13 FORMWORK. Expired - Lifetime ES2043721T3 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP88107761A EP0341336B1 (en) 1988-05-13 1988-05-13 Mould

Publications (1)

Publication Number Publication Date
ES2043721T3 true ES2043721T3 (en) 1994-01-01

Family

ID=8198974

Family Applications (1)

Application Number Title Priority Date Filing Date
ES88107761T Expired - Lifetime ES2043721T3 (en) 1988-05-13 1988-05-13 FORMWORK.

Country Status (4)

Country Link
EP (1) EP0341336B1 (en)
AT (1) ATE92570T1 (en)
DE (1) DE3882976D1 (en)
ES (1) ES2043721T3 (en)

Families Citing this family (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
HUH3533A (en) * 1988-11-22 1991-03-28 Guenter Hotz Reinforced concrete lamellated supporting structure, method for producing same as well as reinforced concrete panel, cradling tray and method for producing reinforced concrete casket panel of twin plate
CA2316238C (en) * 1997-12-24 2006-06-13 Delta-Tie, Inc. Structural tie shear connector for concrete and insulation sandwich walls
CN100441798C (en) * 2002-04-30 2008-12-10 邱则有 Stereo bearing shuttering for reinforced concrete
CN100412295C (en) * 2002-04-30 2008-08-20 邱则有 Stereo force bearing shuttering for steel concrete
CN100408783C (en) * 2002-04-30 2008-08-06 邱则有 Stereo force bearing shuttering for steel concrete
CN101240571B (en) * 2002-04-30 2012-11-28 湖南邱则有专利战略策划有限公司 Three-dimensional force-bearing formwork for reinforced concrete
CN100412294C (en) * 2002-04-30 2008-08-20 邱则有 Stereo force bearing shuttering for steel concrete
CN100434625C (en) * 2002-04-30 2008-11-19 邱则有 Three dimensional bearing formwork for reinforced concrete
CN100408780C (en) * 2002-04-30 2008-08-06 邱则有 Three-dimensional force-bearing shuttering for steel reinforced concrete
CN100368644C (en) * 2002-04-30 2008-02-13 邱则有 Steteo force bearing shuttering for steel concrete
CN100476116C (en) * 2002-04-30 2009-04-08 邱则有 Steel reinforced concrete three-D load-carrying structure floor
CN100370097C (en) * 2002-04-30 2008-02-20 邱则有 Stereo force bearing shuttering for steel concrete
CN100419179C (en) * 2002-04-30 2008-09-17 邱则有 Three dimensional bearing formwork for reinforced concrete
CN100408782C (en) * 2002-04-30 2008-08-06 邱则有 Stereo force bearing shuttering for steel reinforced concrete
CN1974976A (en) * 2002-04-30 2007-06-06 邱则有 Bottom plate member for form of steel reinforced concrete
CN100408775C (en) * 2002-04-30 2008-08-06 邱则有 Steel reinforced concrete three-dimensional force-bearing structure floorslab
FR2875833B1 (en) 2004-09-24 2007-07-06 Ceprotek Sa BANK ELEMENT FOR PRODUCING MOLDED PANEL AND BANK STRUCTURE OBTAINED BY ASSEMBLING SUCH ELEMENTS
US20210148078A1 (en) * 2019-11-18 2021-05-20 J. Brent Burton Fillable, Stay-In Place Footer, Wall and Roof Forms with a Quick Fastening System that is an insertable or snap Together and has One Pour Footer to Eave and/or Ridge Capabilities
CN113404288A (en) * 2021-05-21 2021-09-17 中冶天工集团有限公司 Special-shaped curved surface structure bare concrete combined template

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1223751A (en) * 1968-01-04 1971-03-03 Stafford Concrete Products Ltd Building with incorporated shuttering
DE6603494U (en) * 1968-01-23 1969-10-02 Georg Hubmann PREFABRICATED REINFORCED CONCRETE SHELL FOR THE MANUFACTURING OF CONCRETE BODIES WITH CASING CONCRETE
DE2139197A1 (en) * 1971-08-05 1973-02-22 Konrad Schweiker Prefabricated building components - with lost forms incorporated for subsequent fill with concrete
DE2232244C2 (en) * 1972-06-30 1974-08-08 Tempes Geb. Manthey, Erna, 8000 Muenchen Device for attaching permanent shuttering panels to a concrete wall or the like
DE3206163A1 (en) * 1982-02-20 1983-09-01 Helmut 7812 Bad Krozingen Keck Building element
ATE57221T1 (en) * 1984-04-06 1990-10-15 Gruber Eva Maria REINFORCED CONCRETE CEILING.

Also Published As

Publication number Publication date
EP0341336B1 (en) 1993-08-04
EP0341336A1 (en) 1989-11-15
DE3882976D1 (en) 1993-09-09
ATE92570T1 (en) 1993-08-15

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