EP1627978A3 - Formwork element - Google Patents
Formwork element Download PDFInfo
- Publication number
- EP1627978A3 EP1627978A3 EP05017549A EP05017549A EP1627978A3 EP 1627978 A3 EP1627978 A3 EP 1627978A3 EP 05017549 A EP05017549 A EP 05017549A EP 05017549 A EP05017549 A EP 05017549A EP 1627978 A3 EP1627978 A3 EP 1627978A3
- Authority
- EP
- European Patent Office
- Prior art keywords
- formwork element
- concrete
- walls
- sheet material
- bottom area
- 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.)
- Withdrawn
Links
Classifications
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
- E04B1/6806—Waterstops
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/01—Flat foundations
- E02D27/02—Flat foundations without substantial excavation
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/065—Light-weight girders, e.g. with precast parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G9/06—Forming boards or similar elements the form surface being of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G9/06—Forming boards or similar elements the form surface being of metal
- E04G9/065—Forming boards or similar elements the form surface being of metal the form surface being of wire mesh
-
- 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
- E04B2005/322—Floor structures wholly cast in situ with or without form units or reinforcements with permanent forms for the floor edges
Abstract
Es wird ein Schalungselement für den Betonbau, insbesondere eine Aufkantschalung, mit wenigstens zwei einander im Abstand gegenüberliegenden Wandungen aus Schalungsmaterial und einem betondurchlässigen Bodenbereich beschrieben. Um ein derartiges Schalungselement einfacher herstellen zu können, wird vorgeschlagen, dass die Wandungen und der Bodenbereich aus einem biegbaren Tafelmaterial, insbesondere einer Streckmetalltafel, gebildet sind, und dass im Bodenbereich betondurchlässige Öffnungen so vorgesehen sind, dass die Wandungen über Stege aus dem Tafelmaterial miteinander verbunden sind. It is a formwork element for concrete construction, in particular a Aufkantschalung, described with at least two mutually opposite walls of shuttering material and a concrete-permeable bottom area. In order to produce such a formwork element easier, it is proposed that the walls and the bottom portion of a bendable sheet material, in particular an expanded metal sheet, are formed, and that in the bottom area concrete permeable openings are provided so that the walls connected by webs of the sheet material are.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102004040274A DE102004040274A1 (en) | 2004-08-19 | 2004-08-19 | An element |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1627978A2 EP1627978A2 (en) | 2006-02-22 |
EP1627978A3 true EP1627978A3 (en) | 2006-05-03 |
Family
ID=35355320
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP05017549A Withdrawn EP1627978A3 (en) | 2004-08-19 | 2005-08-11 | Formwork element |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP1627978A3 (en) |
DE (1) | DE102004040274A1 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202007002758U1 (en) | 2007-02-26 | 2007-04-19 | Fwr Solutions Gmbh | Form board in particular for creation of concrete floor, comprises joint strip with Z-shaped cross section |
EP1978159A1 (en) * | 2007-04-04 | 2008-10-08 | Bauer Spezialtiefbau GmbH | Shuttering device for waterproofing joints in between moduls of foundation slots |
DE102018124773A1 (en) * | 2018-10-08 | 2020-04-09 | Protektorwerk Florenz Maisch Gmbh & Co. Kg | Stand profile |
Citations (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1546005A (en) * | 1922-02-23 | 1925-07-14 | Truscon Steel Co | Roadway joint |
CH459518A (en) * | 1966-12-17 | 1968-07-15 | Reising Wolfgang | Set of building elements |
US3559355A (en) * | 1966-03-10 | 1971-02-02 | Inland Ryerson Construction Pr | Building construction system and components therefor |
US3706264A (en) * | 1969-11-14 | 1972-12-19 | Grace W R & Co | Jointed concrete structures |
DE3405624A1 (en) * | 1984-02-16 | 1984-08-16 | Ernst Dipl.-Ing. Schlegel (FH), 8058 Erding | Connection shuttering |
GB2240350A (en) * | 1989-10-11 | 1991-07-31 | Imer | Forming foundation beams |
EP0568799A1 (en) * | 1992-05-07 | 1993-11-10 | Peca-Verbundtechnik Gmbh | Shuttering for a joint |
EP0789116A1 (en) * | 1996-02-09 | 1997-08-13 | Willibald Fischer | Shuttering element |
EP0789117A1 (en) * | 1996-02-09 | 1997-08-13 | Willibald Fischer | Support |
DE29918730U1 (en) * | 1999-10-25 | 2000-02-10 | Tiletschke Lothar | Formwork element with pockets for formwork strips or formwork panels |
DE20310263U1 (en) * | 2003-07-03 | 2003-09-11 | Tiletschke Lothar | Flexible panel for producing profiled shapes has a double skinned structure with cellular interior and with inserted stiffening rods |
US20040107668A1 (en) * | 2001-07-12 | 2004-06-10 | Aztec Concrete Accessories, Inc. | Plastic slab bolster upper |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE9005482U1 (en) | 1990-05-14 | 1991-09-12 | Fischer, Willibald, 8312 Dingolfing, De |
-
2004
- 2004-08-19 DE DE102004040274A patent/DE102004040274A1/en not_active Withdrawn
-
2005
- 2005-08-11 EP EP05017549A patent/EP1627978A3/en not_active Withdrawn
Patent Citations (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1546005A (en) * | 1922-02-23 | 1925-07-14 | Truscon Steel Co | Roadway joint |
US3559355A (en) * | 1966-03-10 | 1971-02-02 | Inland Ryerson Construction Pr | Building construction system and components therefor |
CH459518A (en) * | 1966-12-17 | 1968-07-15 | Reising Wolfgang | Set of building elements |
US3706264A (en) * | 1969-11-14 | 1972-12-19 | Grace W R & Co | Jointed concrete structures |
DE3405624A1 (en) * | 1984-02-16 | 1984-08-16 | Ernst Dipl.-Ing. Schlegel (FH), 8058 Erding | Connection shuttering |
GB2240350A (en) * | 1989-10-11 | 1991-07-31 | Imer | Forming foundation beams |
EP0568799A1 (en) * | 1992-05-07 | 1993-11-10 | Peca-Verbundtechnik Gmbh | Shuttering for a joint |
EP0789116A1 (en) * | 1996-02-09 | 1997-08-13 | Willibald Fischer | Shuttering element |
EP0789117A1 (en) * | 1996-02-09 | 1997-08-13 | Willibald Fischer | Support |
DE29918730U1 (en) * | 1999-10-25 | 2000-02-10 | Tiletschke Lothar | Formwork element with pockets for formwork strips or formwork panels |
US20040107668A1 (en) * | 2001-07-12 | 2004-06-10 | Aztec Concrete Accessories, Inc. | Plastic slab bolster upper |
DE20310263U1 (en) * | 2003-07-03 | 2003-09-11 | Tiletschke Lothar | Flexible panel for producing profiled shapes has a double skinned structure with cellular interior and with inserted stiffening rods |
Also Published As
Publication number | Publication date |
---|---|
EP1627978A2 (en) | 2006-02-22 |
DE102004040274A1 (en) | 2006-02-23 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
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AK | Designated contracting states |
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AX | Request for extension of the european patent |
Extension state: AL BA HR MK YU |
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PUAL | Search report despatched |
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17P | Request for examination filed |
Effective date: 20061103 |
|
17Q | First examination report despatched |
Effective date: 20061207 |
|
AKX | Designation fees paid |
Designated state(s): AT CH DE IT LI |
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GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN |
|
18D | Application deemed to be withdrawn |
Effective date: 20110902 |