EP0062096A2 - Poutre en béton - Google Patents
Poutre en béton Download PDFInfo
- Publication number
- EP0062096A2 EP0062096A2 EP81108538A EP81108538A EP0062096A2 EP 0062096 A2 EP0062096 A2 EP 0062096A2 EP 81108538 A EP81108538 A EP 81108538A EP 81108538 A EP81108538 A EP 81108538A EP 0062096 A2 EP0062096 A2 EP 0062096A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- profile
- box
- formwork
- concrete
- concreted
- 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.)
- Granted
Links
Images
Classifications
-
- 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
- E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
-
- 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
- E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
Definitions
- the invention relates to a concrete beam which has a T-profile at least on the upper part.
- Such beams are manufactured in standard sizes, with reusable formwork being provided for each size.
- a box-shaped concrete profile is formed on the upper flange of the T-profile.
- the tipping stability is also increased.
- Another advantage is the fact that the web height remains relatively small, so that the web thickness does not have to be increased unnecessarily. Furthermore, compacting with the vibrating bottle is achieved very cheaply.
- the box is hollow on the inside and provided with a lost formwork, in particular filled with rigid foam.
- a lost formwork in particular filled with rigid foam.
- rigid foam instead of the rigid foam, another formwork made of sheet metal, for example, can also be used.
- the method for producing the concrete girder according to the invention is preferably carried out in several sections, the girder being first concreted without a box section, then formwork surfaces on both sides of the top layer and one between them lost formwork can be attached and then the box section is concreted.
- the drawing shows an embodiment of the invention, namely the cross section through a double-T-shaped concrete beam.
- the beam 1 is a standard beam with the web 2, the beam 3 and the top 4.
- a box-shaped hollow section 5 is concreted on the top 4, the inner cavity 6 of which is filled with rigid foam.
- the standard support 1 is first pre-concreted, whereupon the rigid foam 6 is then placed on the top cover 4 and, as shown in broken lines, 4 simple formwork boards 7 are arranged on the side of the top cover. Then the hollow box section 5 is then concreted onto the upper block 4.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (AREA)
- Rod-Shaped Construction Members (AREA)
- Moulds, Cores, Or Mandrels (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AT81108538T ATE15395T1 (de) | 1981-03-31 | 1981-10-20 | Betontraeger. |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE3112763A DE3112763A1 (de) | 1981-03-31 | 1981-03-31 | "betontraeger" |
| DE3112763 | 1981-03-31 |
Publications (3)
| Publication Number | Publication Date |
|---|---|
| EP0062096A2 true EP0062096A2 (fr) | 1982-10-13 |
| EP0062096A3 EP0062096A3 (en) | 1983-05-18 |
| EP0062096B1 EP0062096B1 (fr) | 1985-09-04 |
Family
ID=6128846
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP81108538A Expired EP0062096B1 (fr) | 1981-03-31 | 1981-10-20 | Poutre en béton |
Country Status (3)
| Country | Link |
|---|---|
| EP (1) | EP0062096B1 (fr) |
| AT (1) | ATE15395T1 (fr) |
| DE (1) | DE3112763A1 (fr) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2292278A1 (es) * | 2004-10-01 | 2008-03-01 | Structural Research, S.L. | Procedimiento para la fabricacion de un elemento estructural para viaductos, fuentes o similares y elemento estructural resultante. |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP4294604B1 (fr) * | 2021-02-22 | 2025-01-15 | IPR-Intelligente Peripherien für Roboter GmbH | Rail de roulement pour un robot, système de robot comprenant un tel rail de roulement, et procédé de production d'un tel rail de roulement |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1990156A (en) * | 1932-12-15 | 1935-02-05 | Leonie S Young | Reenforced concrete joist |
| GB560243A (en) * | 1942-10-09 | 1944-03-27 | William George Shipwright | Improvements in framed concrete building construction |
| GB856677A (en) * | 1958-08-22 | 1960-12-21 | Monsanto Chemicals | Improvements relating to concrete structures |
| US3336708A (en) * | 1964-11-16 | 1967-08-22 | Robert D Rambelle | Shoring member for use as temporary support of concrete slabs |
-
1981
- 1981-03-31 DE DE3112763A patent/DE3112763A1/de not_active Withdrawn
- 1981-10-20 AT AT81108538T patent/ATE15395T1/de not_active IP Right Cessation
- 1981-10-20 EP EP81108538A patent/EP0062096B1/fr not_active Expired
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2292278A1 (es) * | 2004-10-01 | 2008-03-01 | Structural Research, S.L. | Procedimiento para la fabricacion de un elemento estructural para viaductos, fuentes o similares y elemento estructural resultante. |
| ES2292278B1 (es) * | 2004-10-01 | 2009-03-01 | Structural Research, S.L. | Procedimiento para la fabricacion de un elemento estructural para viaductos, puentes o similares y elemento estructural resultante. |
Also Published As
| Publication number | Publication date |
|---|---|
| EP0062096A3 (en) | 1983-05-18 |
| DE3112763A1 (de) | 1982-10-07 |
| ATE15395T1 (de) | 1985-09-15 |
| EP0062096B1 (fr) | 1985-09-04 |
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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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| PUAL | Search report despatched |
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| AK | Designated contracting states |
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| 17P | Request for examination filed |
Effective date: 19830622 |
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| GRAA | (expected) grant |
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| STAA | Information on the status of an ep patent application or granted ep patent |
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