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
Links
- 238000009415 formwork Methods 0.000 title abstract 9
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 abstract 2
- 239000004567 concrete Substances 0.000 abstract 2
- 238000004519 manufacturing process Methods 0.000 abstract 2
- 239000002184 metal Substances 0.000 abstract 2
- 229910052751 metal Inorganic materials 0.000 abstract 2
- 238000000034 method Methods 0.000 abstract 2
- 230000002787 reinforcement Effects 0.000 abstract 2
- BPQQTUXANYXVAA-UHFFFAOYSA-N Orthosilicate Chemical compound [O-][Si]([O-])([O-])[O-] BPQQTUXANYXVAA-UHFFFAOYSA-N 0.000 abstract 1
- 238000005260 corrosion Methods 0.000 abstract 1
- 230000007797 corrosion Effects 0.000 abstract 1
- 239000006260 foam Substances 0.000 abstract 1
- 229910010272 inorganic material Inorganic materials 0.000 abstract 1
- 239000011147 inorganic material Substances 0.000 abstract 1
- 229910052742 iron Inorganic materials 0.000 abstract 1
- 239000000463 material Substances 0.000 abstract 1
- 239000011368 organic material Substances 0.000 abstract 1
- 239000011150 reinforced concrete Substances 0.000 abstract 1
- 208000016261 weight loss Diseases 0.000 abstract 1
- 239000013585 weight reducing agent Substances 0.000 abstract 1
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>
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 (20)
| 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 |
| CN100408775C (en) * | 2002-04-30 | 2008-08-06 | 邱则有 | A reinforced concrete three-dimensional load-bearing structure floor |
| CN100419179C (en) * | 2002-04-30 | 2008-09-17 | 邱则有 | A three-dimensional load-bearing formwork for reinforced concrete |
| CN100449082C (en) * | 2002-04-30 | 2009-01-07 | 邱则有 | A three-dimensional load-bearing formwork for reinforced concrete |
| CN100370097C (en) * | 2002-04-30 | 2008-02-20 | 邱则有 | A three-dimensional load-bearing formwork for reinforced concrete |
| CN100368644C (en) * | 2002-04-30 | 2008-02-13 | 邱则有 | Steteo force bearing shuttering for steel concrete |
| CN100412294C (en) * | 2002-04-30 | 2008-08-20 | 邱则有 | A three-dimensional load-bearing formwork for reinforced concrete |
| CN100408782C (en) * | 2002-04-30 | 2008-08-06 | 邱则有 | Stereo force bearing shuttering for steel reinforced concrete |
| CN100412295C (en) * | 2002-04-30 | 2008-08-20 | 邱则有 | A three-dimensional load-bearing formwork for reinforced concrete |
| CN100467760C (en) * | 2002-04-30 | 2009-03-11 | 邱则有 | A hollow concrete floor |
| CN100408783C (en) * | 2002-04-30 | 2008-08-06 | 邱则有 | A three-dimensional load-bearing formwork for reinforced concrete |
| CN100560894C (en) * | 2002-04-30 | 2009-11-18 | 邱则有 | A reinforced concrete three-dimensional load-bearing structure floor |
| CN100408780C (en) * | 2002-04-30 | 2008-08-06 | 邱则有 | A three-dimensional load-bearing formwork for reinforced 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 |
| CN100441798C (en) * | 2002-04-30 | 2008-12-10 | 邱则有 | Stereo bearing shuttering for reinforced concrete |
| 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 |
| CN112878678A (en) * | 2021-03-19 | 2021-06-01 | 王非 | Assembly type disassembly-free formwork supporting system and manufacturing method of disassembly-free formwork system |
| 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)
| 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 |
| EP0164330B1 (en) * | 1984-04-06 | 1990-10-03 | Eva Maria Dipl.-Ing. Gruber | Reinforced-concrete floor |
-
1988
- 1988-05-13 ES ES88107761T patent/ES2043721T3/en not_active Expired - Lifetime
- 1988-05-13 EP EP88107761A patent/EP0341336B1/en not_active Expired - Lifetime
- 1988-05-13 AT AT88107761T patent/ATE92570T1/en not_active IP Right Cessation
- 1988-05-13 DE DE8888107761T patent/DE3882976D1/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| DE3882976D1 (en) | 1993-09-09 |
| EP0341336A1 (en) | 1989-11-15 |
| ATE92570T1 (en) | 1993-08-15 |
| EP0341336B1 (en) | 1993-08-04 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| FG2A | Definitive protection |
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