WO2010071908A1 - Coffrage pour la fabrication verticale d'éléments préfabriqués plats en béton - Google Patents
Coffrage pour la fabrication verticale d'éléments préfabriqués plats en béton Download PDFInfo
- Publication number
- WO2010071908A1 WO2010071908A1 PCT/AT2009/000486 AT2009000486W WO2010071908A1 WO 2010071908 A1 WO2010071908 A1 WO 2010071908A1 AT 2009000486 W AT2009000486 W AT 2009000486W WO 2010071908 A1 WO2010071908 A1 WO 2010071908A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- formwork
- concrete
- bodenabsteller
- filling
- precast concrete
- 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.)
- Ceased
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B1/00—Producing shaped prefabricated articles from the material
- B28B1/24—Producing shaped prefabricated articles from the material by injection moulding
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
- B28B23/028—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members for double - wall articles
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
- E04G21/04—Devices for both conveying and distributing
- E04G21/0418—Devices for both conveying and distributing with distribution hose
- E04G21/0472—Details of connection of the hose to the formwork, e.g. inlets
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
Definitions
- the invention relates to a formwork for the vertical production of flat precast concrete elements, with at least two scarf walls, two Soabstellem, a floor rests and a standoff and at least one provided in the lower formwork area filling connection for concrete.
- Formwork of the type mentioned have become known from PCT / EP 2008/054484 and EP 1 923 185 A1 and EP 1 923 527 A1 (DE 10 2006 053 552 B3). They can be used to produce flat prefabricated concrete elements by placing the concrete from below. In the attempt to produce three-layer wall elements, which consist of a concrete facing layer, an insulating layer and a concrete base course, in a single operation, the previous formwork have failed. As a result of the different thicknesses of the attachment layer and the base layer, irregular filling of the interior of the formwork connected to a warp of the insulating layer occurred regularly. Moreover, segregation of the commonly used self-compacting concrete occurred, ie one concrete layer was ultimately finer grained than the other and, in addition, flow streaks were visible on the surfaces of the finished products. The reject rate was correspondingly high.
- the aim of the invention was and is to perfect the known formwork to the extent that it can be produced without errors in a single operation in high quality multi-layered, at least two separate concrete layers having wall elements.
- the vertical, bottom-side inflow should also be related to the fact that now no segregation of coarse and fine grain occurs.
- the baffle plate whose width corresponds to the distance of the two concrete layers to be produced, ie the thickness of the insulating layer, prevents or minimizes buoyancy so that damage to the insulating layer is stopped from below as the formwork is filled up.
- the recess formed by the baffle plate must be foamed at the lower edge of the insulating layer after demoulding the wall element with an insulating material, for example with polyurethane.
- FIG. 1 shows a schematic cross-section along the line 1-1 of FIG. 2 through a formwork according to the invention with already incorporated therein set insulating and reinforcing element and Fig. 2 is a longitudinal section along the line H-II of FIG. 1st
- the formwork according to the invention has two formwork walls 1, two toabsteller 2, a Bodenabsteller 3 and a height adjustment 4.
- a filling connection 5 for concrete is provided on one side, from which a filling channel 6 emanates, which opens vertically into the Bodenabsteller 3.
- the orifice 7 has a width which corresponds to the distance between the two concrete layers to be produced, ie the thickness of the insulating layer 8 of an insulating and reinforcing element inserted in the formwork in the course of the manufacturing process.
- This insulating and reinforcing element has, for example on both sides of the insulating layer 8 still connected to this wire grid 9, which represent the reinforcement of the two concrete layers 10 and 11 to be produced.
- the shown, thinner concrete layer 10 corresponds for example to an attachment layer, the thicker concrete layer 11, for example, a support layer. Both layers 10 and 11 are formed but only by filling and hardening of self-compacted concrete.
- the orifice 7 is entirely covered by a baffle 12, the width of the width of the insulating layer 8 corresponds.
- baffle 13 In Jetkanal 6 a baffle 13 is installed, which supports the deflection of the inflowing from the filling port 5 concrete in a vertically upward flow.
- each compensation channels 14 are kept free at the Soabstellern 2.
- risers 15 are provided.
- both concrete layers 10 and 11 (whose reference lines are shown by dashed lines) are filled up uniformly by utilizing the physical principle of the communicating volumes.
- the compensation channels 14 the concrete between the layers 10 and 11 can flow and thus contribute to larger differences in thickness of the two concrete layers 10 and 11 for an additional compensation of the level in the two layers.
- excess concrete emerges through the risers 15. After a given curing time, the wall element is de-energized, and the concrete plugs created by the equalization channels 14 are removed.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Ceramic Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Moulds, Cores, Or Mandrels (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
L'invention concerne un coffrage pour la fabrication verticale d'éléments préfabriqués plats en béton, comportant au moins deux parois de coffrage (5) pourvues de deux éléments support latéraux (2), d'un élément support inférieur (3) et d'un élément support supérieur (4), et au moins un raccord de remplissage (5) pour du béton, prévu dans la partie inférieure du coffrage. Pour la fabrication d'éléments préfabriqués plats en béton, un canal de remplissage (6) aboutissant verticalement dans l'élément support inférieur, s'étend à partir du raccord de remplissage (5), la largeur de l'embouchure (7) correspondant essentiellement à l'écart entre les deux couches de béton (10, 11) à fabriquer, et toute l'embouchure (7) étant recouverte par une tôle d'impact (12) de même largeur que l'embouchure, disposée à un espace prédéfini.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| EP09809018A EP2379293A1 (fr) | 2008-12-22 | 2009-12-14 | Coffrage pour la fabrication verticale d'éléments préfabriqués plats en béton |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| ATA8022/2009 | 2008-12-22 | ||
| AT0802209A AT507554B1 (de) | 2008-12-22 | 2008-12-22 | Schalung zur vertikalen herstellung von flächigen betonfertigteilen |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2010071908A1 true WO2010071908A1 (fr) | 2010-07-01 |
Family
ID=42084644
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/AT2009/000486 Ceased WO2010071908A1 (fr) | 2008-12-22 | 2009-12-14 | Coffrage pour la fabrication verticale d'éléments préfabriqués plats en béton |
Country Status (3)
| Country | Link |
|---|---|
| EP (1) | EP2379293A1 (fr) |
| AT (1) | AT507554B1 (fr) |
| WO (1) | WO2010071908A1 (fr) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US9151459B2 (en) | 2011-10-11 | 2015-10-06 | Sabic Global Technologies B.V. | Mounting structure for a headlamp reflector |
| CN120588341B (zh) * | 2025-07-25 | 2026-03-06 | 中建五局第四建设有限公司 | 一种装配式预制叠合板成型装置 |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB966950A (en) * | 1963-01-08 | 1964-08-19 | Entpr S Balency & Schuhl Sa | Improvements in or relating to moulds for the production of wall units or sections of reinforced concrete |
| US3494010A (en) * | 1967-02-21 | 1970-02-10 | Bearn Andre B | Mould with slide valve therefor |
| DE102006053552B3 (de) | 2006-11-14 | 2008-02-07 | Ratec Maschinenentwicklungs- Und Verwaltungs-Gmbh | Füllanschluss für eine Schalung zum Einfüllen von Beton |
| EP1923185A1 (fr) | 2006-11-15 | 2008-05-21 | Ratec Maschinenentwicklungs- und Verwaltungs-GmbH | Méthode et dispositif de fabrication d'un élément monobloc préfabriqué en béton |
| AT9993U1 (de) * | 2007-06-01 | 2008-07-15 | Betonwerk Rieder Ges M B H | Verfahren und vorrichtung zur herstellung von hohlraumdurchsetzten betonwandelementen |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3909168A (en) * | 1972-03-16 | 1975-09-30 | Joseph L Greenwell | Injection tube assembly and concrete panel form |
-
2008
- 2008-12-22 AT AT0802209A patent/AT507554B1/de not_active IP Right Cessation
-
2009
- 2009-12-14 WO PCT/AT2009/000486 patent/WO2010071908A1/fr not_active Ceased
- 2009-12-14 EP EP09809018A patent/EP2379293A1/fr not_active Withdrawn
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB966950A (en) * | 1963-01-08 | 1964-08-19 | Entpr S Balency & Schuhl Sa | Improvements in or relating to moulds for the production of wall units or sections of reinforced concrete |
| US3494010A (en) * | 1967-02-21 | 1970-02-10 | Bearn Andre B | Mould with slide valve therefor |
| DE102006053552B3 (de) | 2006-11-14 | 2008-02-07 | Ratec Maschinenentwicklungs- Und Verwaltungs-Gmbh | Füllanschluss für eine Schalung zum Einfüllen von Beton |
| EP1923527A1 (fr) | 2006-11-14 | 2008-05-21 | Ratec Maschinenentwicklungs- und Verwaltungs-GmbH | Raccordement de remplissage pour un coffrage pour le remplissage de béton |
| EP1923185A1 (fr) | 2006-11-15 | 2008-05-21 | Ratec Maschinenentwicklungs- und Verwaltungs-GmbH | Méthode et dispositif de fabrication d'un élément monobloc préfabriqué en béton |
| AT9993U1 (de) * | 2007-06-01 | 2008-07-15 | Betonwerk Rieder Ges M B H | Verfahren und vorrichtung zur herstellung von hohlraumdurchsetzten betonwandelementen |
Non-Patent Citations (1)
| Title |
|---|
| See also references of EP2379293A1 * |
Also Published As
| Publication number | Publication date |
|---|---|
| EP2379293A1 (fr) | 2011-10-26 |
| AT507554A4 (de) | 2010-06-15 |
| AT507554B1 (de) | 2010-06-15 |
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| 121 | Ep: the epo has been informed by wipo that ep was designated in this application |
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