EP2055457B1 - Procédé de fabrication d'un bloc de construction en béton et dispositif pour la mise en oeuvre du procédé - Google Patents
Procédé de fabrication d'un bloc de construction en béton et dispositif pour la mise en oeuvre du procédé Download PDFInfo
- Publication number
- EP2055457B1 EP2055457B1 EP08018198.5A EP08018198A EP2055457B1 EP 2055457 B1 EP2055457 B1 EP 2055457B1 EP 08018198 A EP08018198 A EP 08018198A EP 2055457 B1 EP2055457 B1 EP 2055457B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- concrete
- bulk density
- building brick
- mould
- filled
- 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.)
- Active
Links
- 238000000034 method Methods 0.000 title claims description 64
- 238000004519 manufacturing process Methods 0.000 title claims description 13
- 238000003801 milling Methods 0.000 claims description 11
- 238000000227 grinding Methods 0.000 claims description 9
- 238000009415 formwork Methods 0.000 claims description 6
- 230000001360 synchronised effect Effects 0.000 claims description 5
- 238000009414 blockwork Methods 0.000 claims description 3
- 239000011449 brick Substances 0.000 claims description 2
- 239000011469 building brick Substances 0.000 claims 17
- 238000012545 processing Methods 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010432 diamond Substances 0.000 description 3
- 229910003460 diamond Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 239000004575 stone Substances 0.000 description 3
- 238000011161 development Methods 0.000 description 2
- 230000018109 developmental process Effects 0.000 description 2
- 238000003754 machining Methods 0.000 description 2
- 238000012805 post-processing Methods 0.000 description 2
- 238000009416 shuttering Methods 0.000 description 2
- 230000002411 adverse Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000010002 mechanical finishing Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000010453 quartz Substances 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N silicon dioxide Inorganic materials O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 1
- 238000009827 uniform distribution Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Images
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
- B28B13/00—Feeding the unshaped material to moulds or apparatus for producing shaped articles; Discharging shaped articles from such moulds or apparatus
- B28B13/02—Feeding the unshaped material to moulds or apparatus for producing shaped articles
- B28B13/0215—Feeding the moulding material in measured quantities from a container or silo
- B28B13/022—Feeding several successive layers, optionally of different materials
-
- 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
- B28B11/00—Apparatus or processes for treating or working the shaped or preshaped articles
- B28B11/12—Apparatus or processes for treating or working the shaped or preshaped articles for removing parts of the articles by cutting
-
- 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
- B28B13/00—Feeding the unshaped material to moulds or apparatus for producing shaped articles; Discharging shaped articles from such moulds or apparatus
- B28B13/02—Feeding the unshaped material to moulds or apparatus for producing shaped articles
- B28B13/0215—Feeding the moulding material in measured quantities from a container or silo
- B28B13/023—Feeding the moulding material in measured quantities from a container or silo by using a feed box transferring the moulding material from a hopper to the moulding cavities
-
- 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
- B28B13/00—Feeding the unshaped material to moulds or apparatus for producing shaped articles; Discharging shaped articles from such moulds or apparatus
- B28B13/02—Feeding the unshaped material to moulds or apparatus for producing shaped articles
- B28B13/0215—Feeding the moulding material in measured quantities from a container or silo
- B28B13/027—Feeding the moulding material in measured quantities from a container or silo by using a removable belt or conveyor transferring the moulding material to the moulding cavities
Definitions
- the invention relates to a method for producing a building block from at least two types of concrete with different densities.
- the invention also relates to a device for carrying out such a method.
- EP 0 960 989 B1 is a method for producing a block of concrete, in particular a formwork or block, known for the construction of structures.
- a concrete with a low density such. B. lightweight concrete.
- a disadvantage of lightweight concrete is that it has a lower strength and hardness in the processed state in the building, such as normal concrete or heavy concrete.
- normal concrete or heavy concrete is not suitable if the module has to be mechanically reworked, because the normal or heavy concrete can no longer be reasonably processed with carbide tools or the like due to its hardness.
- diamond tools are generally necessary, which cause high costs and a low processing speed.
- a building block according to EP 0 960 989 B1 takes place in that in a first process step, the concrete with the high bulk density (heavy concrete) is filled into a mold up to the area of its upper edge and shaken. After shaking off the concrete, a concrete with a lower bulk density (lightweight concrete) is filled between the top of the concrete with the high density and the top edge of the mold. The low density concrete forms the top or bottom of the building block. So that the block can be installed accurately, the top or bottom of the block formed by the concrete with the lower density is processed mechanically, preferably by milling or grinding.
- the mold in which the building blocks are produced is open both at the top and at the bottom.
- the lower opening is normally closed by a highly accurately manufactured pallet, for example a steel pallet, so that on the one hand concrete can not escape during the filling of the mold and on the other hand the underside of the building block achieves a high degree of dimensional accuracy.
- the present invention has for its object to provide a method for producing a block of concrete, through which the block is inexpensive to produce, has a high hardness and strength and can be reworked inexpensively.
- a layer of a concrete is filled with a lower density in a mold
- the block also receives on the side, which is formed by the bottom of the mold or the pallet, a surface or layer with conventional tools, eg. B. hard metal, can be mechanically reworked.
- conventional tools eg. B. hard metal
- a concrete with a higher density in the form to the region of its upper edge is then filled in a second process step, a concrete with a higher density in the form to the region of its upper edge.
- a uniform backfilling and thus also a substantially uniform thickness / thickness of the layer of the concrete with the higher bulk density is achieved.
- the lower density concrete is filled between the upper surface of the higher density concrete and the upper edge of the mold.
- the high dimensional accuracy of the device is achieved in a fourth process step by a mechanical processing of the top and bottom of the block, so that the block can be installed dimensionally accurate.
- the mechanical processing of the top and the bottom is preferably carried out by milling and / or grinding.
- top and bottom of the block are known from the prior art Method used. According to the invention can be provided both that the top and bottom of the block is milled or ground simultaneously, as well as that first one side is processed and the block is then pivoted by 180 °, so that the other side can be edited.
- the block is made of concrete with different densities and thus resulting in different properties, the respective advantageous features of different types of concrete can be used accordingly.
- a concrete with a high bulk density gives the component a high hardness and strength as well as a high weight.
- concrete with a high density such.
- As normal or heavy concrete cheaper than a concrete with a lower density, such.
- the low density concrete ensures cost-effective reworking.
- the solution according to the invention makes it possible that even if the building blocks are produced with a mold or mold inserts which are sealed on their underside by wooden pallets, the side of the building block adjoining the wooden pallets can be provided with a high dimensional accuracy in a simple and cost-effective manner.
- the high strength and hardness of the building block resulting from the high density concrete is not adversely affected by the building block having a layer of lower density concrete both at the top and at the bottom.
- the block is made in an embodiment as block or formwork stone at least 90% - based on its volume - from the concrete with the higher density.
- the block as a hollow block, a part, preferably the complete bottom and the exposed tops of the webs of lightweight concrete can be produced.
- the lightweight concrete content of the hollow block can increase up to 50%, since the land area is generally only 20% concrete and 80% air cavity.
- the bottom of the hollow block forms only during its manufacture, the bottom of the block or adjacent to the pallet, through which the bottom of the mold is formed on.
- the bottom or the closed bottom surface of the hollow block forms the top, when the hollow block is installed.
- the concrete with the lower bulk density in the first method step is only filled into the mold as a thin layer.
- the layer may, for example, have a thickness of 0.5 to 5 cm, preferably 1 to 3 cm.
- the concrete filled in the first process step is shaken and / or stamped with the lower density before the second process step is carried out.
- the module may also be made for the module to be vibrated and / or stamped after the third method step. As a result, the block is compressed or pressed and solidified.
- the concrete with the lower density in the first process step is filled by means of a filling at least approximately evenly or even and with a constant thickness / thickness in the mold.
- Uniform filling of the mold with the lower density raw material to be introduced in the first process step can be achieved, for example, by moving the filling device over an upper opening of the mold and filling concrete into the mold during the movement of the filling device. It can be provided that the movement of the filling device is synchronized with the delivery of concrete in such a way that the mold is filled with an at least approximately uniformly strong or thick layer of the concrete with the lower density.
- a filling device is formed which can be moved at a defined speed over an upper opening of a mold to be filled, wherein the filling device has dispensing means or discharge members during the movement of the filling device dosed to spend concrete in the mold.
- the movement of the filling device is synchronized with the dispensing means in such a way that at least approximately uniformly concrete with the lower bulk density is filled into the mold in the first method step.
- a particularly preferred embodiment of the filling device results from the fact that the output means are designed as a conveyor belt. By a conveyor belt, it is possible in a simple manner to continuously drop concrete into the mold. A conveyor belt also allows for an advantageous feeding of the concrete, which is present as a spilled material.
- the output means may be formed as a vibration unit, which ensures that continuously and uniformly passes through a corresponding vibration concrete into the mold.
- the filling device with the vibration unit can preferably be used as a vibrating trough be formed, whereby a uniform, continuous promotion of the concrete is guaranteed.
- the concrete with the lower bulk density can be particularly preferably introduced as a thin layer into the mold when the filling device is first moved from a trailing edge of the upper opening of the mold to a front edge.
- the output edge of the conveyor belt can be positioned approximately flush with the front edge of the upper opening of the mold.
- the conveyor belt can move forward at the same speed that the filling device moves back.
- the conveyor belt can preferably be designed as a circulating conveyor belt.
- the filling device provided with a conveyor belt or a vibration unit can also be operated in other ways in order to achieve a metered introduction of concrete into the mold. It is conceivable z. Also, for example, the conveyor belt or vibration unit conveys concrete into the mold, while the filling device moves from a trailing edge of the upper opening of the mold to a leading edge.
- the filling device or its dispensing means / dispensing member is supplied with concrete by a conventional filling device, which also fills the previously known filling car.
- a mold is filled which has a plurality of mold inserts which are each designed to form a building block.
- the mold has two to thirty, preferably two to twenty, mold inserts, which are filled in each process step.
- the number can be varied depending on the size of the blocks to be produced.
- a simultaneous production of several building blocks or a simultaneous filling of a plurality of mold inserts per process step can be easily achieved by a suitable dimensioning of the filling device, the filling carriage, the means for shaking the molds or the compressor units (eg stamp) and the like reach.
- Fig. 8 shows a block 1 produced by the process according to the invention for the production of buildings.
- the block 1 is formed as a block or shuttering block.
- the module 1 is made of a concrete 2 with a high or higher Density and a concrete 3 formed with a low or low density.
- the concrete 2 with the higher bulk density in the exemplary embodiment is a heavy concrete, for example a concrete with a quartz content and / or a proportion of gravel.
- the lower density concrete 3 is a lightweight concrete with a maximum weight of 1,400 kg / m 3 .
- the outer walls of the module 1 are formed by a top 4, a bottom 5 and side walls 6.
- the upper side 4 and the lower side 5 of the module 1 are formed from the lightweight concrete 3.
- the layer between the top 4 and the bottom 5 (and thus the largest part of the side walls 6 of the block 1) is formed from the heavy concrete 2.
- the top 4 and the bottom 5 made of lightweight concrete 3 can be machined with conventional tools 7, z. B. milled or ground. This measure makes it possible to produce a precisely shaped module 1 with a very high dimensional accuracy. Thus, especially produced by this method dry to be laid blocks or shuttering blocks can be accurately offset.
- the lightweight concrete existing layers are made as thin layers with a thickness of about 10 mm +/- 5 mm.
- the module 1, in particular in one embodiment, to be at least 90% (volume) of heavy concrete 2 as block or formwork brick. Due to the high proportion of heavy concrete with the corresponding strength and hardness can be realized with the building block 1 thin outer walls.
- the module 1 can also be provided with a non-illustrated insulation, as is common, for example, formwork blocks.
- Fig. 1 shows a basic structure for carrying out the method according to the invention.
- a mold 8 has two mold inserts 8a for forming a respective component 1.
- the mold 8 or the mold inserts 8a each have an upper opening 9 and a lower opening 10.
- the lower opening 10 is closed in the embodiment by a transport pallet 11, for example made of wood.
- vibration units 12 in order to shake the transport pallet 11 or the mold 8 and the introduced concrete 2, 3.
- stamp 13 are provided to the in the form 8 introduced concrete 2, 3 to stamp or compact.
- the filling station 14 a is a conventional unit of a filling device 15 a, which is provided with a funnel to fill a filling carriage 16. After filling the filling carriage 16, the discharge opening of the filling device 15a can be closed. By means of rails or rollers, not shown, the filling carriage 16 can be guided along the upper side of the mold 8 so that concrete 2 can pass from the filling carriage 16 through the upper opening 9 into the mold 8 or the mold inserts.
- the filling station 14b also has a filling device 15b with a funnel-shaped outlet and a closure mechanism.
- a filling device 17 designed for metered delivery of concrete is provided.
- the filling device 17 has an output device designed as a conveyor belt 18, with which metered and uniform concrete can be introduced into the mold 8.
- the filling device 17 is analogous to the known filling carriage 16 so formed that it can be moved over the upper opening 9 of the mold 8 at a defined speed, for example via rollers or rails.
- the supply of the conveyor belt 18 of the filling device 17 via the filling device 15b is the conveyor belt 18 metered concrete, in the embodiment of lightweight concrete 3, in the mold 8 and the mold inserts 8a from.
- Fig. 2 shows a position of the filling device 17 before the beginning of the filling of lightweight concrete 3 in the mold 8.
- the filling device 17 is first up to a front edge 9a of the upper opening 9, which defined in the embodiment of the filling station 15b farthest edge of the mold 8 , has been moved.
- the filling device 17 serves to carry out the first (and the third) method step, after which a thin layer of the lightweight concrete 3 is to be filled into the mold 8.
- a new amount of lightweight concrete 3 can again be applied to the conveyor belt 18.
- the filling device 15b in each case applies as much lightweight concrete 3 to the conveyor belt 18 as is necessary for carrying out a dispensing operation or a process step.
- the introduced layer of lightweight concrete 3 is shaken and / or stamped.
- the vibration units 12 and the punches 13 serve this purpose.
- Fig. 4 shows a representation after performing the second process step according to the invention, after which heavy concrete 2 in the mold 8 to the region of its upper edge (shown by the front edge 9a and trailing edge 9b) is filled.
- the filling carriage 16 which may optionally be provided with a scraper to fill the mold 8 preferably exactly to the upper edge 9a, 9b.
- the filling carriage 16 After or optionally already during the filling of the heavy concrete 2 this can be shaken and / or stamped, to which in turn the vibration units 12 and the punch 13 can be used.
- shaking and / or stamping the heavy concrete 2 is compressed, resulting in the in Fig. 5 picture displayed.
- the concrete 2 settles and condenses.
- the resulting clearance between the top of the concrete 2 and the top edge 9a, 9b of the mold 8 becomes, as in Fig. 6 recognizable, used to fill lightweight concrete 3.
- the filling of the lightweight concrete 3 is carried out analogously to the first process step.
- the filling device 17 may be provided in a manner not shown analogous to the filling carriage 16 with a scraper, so that the lightweight concrete 3 as exactly as possible to the top 9a, 9b of the mold 8 can be filled and also the surface is flat.
- the applied in the third step lightweight concrete 3 is formed as a thin layer of 10 mm +/- 5 mm.
- the layers formed by the lightweight concrete 3 on the upper side 4 and the lower side 5 of the module 1 can basically have the same thickness.
- the filling of the concrete 2, 3 done so that the respective formed by the other concrete underlayer is still wet. This will ensure that a firm and stable connection between the concrete layers is created.
- Fig. 7 shows a compression of the two concrete layers 2, 3 by the punch 13 and optionally by using the vibration units 12.
- the concrete layers 2, 3 are compressed in their final stage and thus correspond to the dimensions of in Fig. 8 (enlarged) shown finished building block 1.
- the joint compaction creates a highly resilient connection between the different concrete layers.
- the top 4 and the bottom 5 are mechanically processed in a fourth process step so that the block 1 can be installed dimensionally accurate.
- the machining is carried out by means of a milling tool 7.
- a grinding tool or a similar method can be used.
- the milling / grinding tool 7 first of all processes the underside 5 of one or more building blocks 1 produced in accordance with the method. Subsequently, the blocks 1 are turned individually or together, so that the milling / grinding tool 7 also the other side, in the present case, the top 4, edit.
- two milling / grinding tools 7 can be provided, which allow a simultaneous or helical machining of the top 4 and the bottom 5 of the building blocks or 1.
- the mold 8 shown in the embodiment has two mold inserts 8 a, which are each formed to form a module 1.
- the basic principle is to be clarified.
- one mold 8 having a plurality of mold inserts 8a preferably two to thirty, can be filled.
- the building blocks 1 produced thereafter can be mechanically reworked as simultaneously as possible.
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Structural Engineering (AREA)
- Press-Shaping Or Shaping Using Conveyers (AREA)
- Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
Claims (14)
- Procédé de fabrication d'une pierre de construction (1) avec au moins deux types de bétons (2, 3) ayant des densités brutes différentes, pour la réalisation d'ouvrages de construction, dans lequel les parois extérieures de la pierre de construction (1) sont constituées d'une face supérieure (4), d'une face inférieure (5) et de parois latérales (6), après quoi, au cours d'une première phase opératoire, une couche d'un béton (3) ayant une faible densité brute est coulée dans un moule (8) et, avant l'accomplissement d'une deuxième phase opératoire est vibrée et/ou compactée, après quoi, au cours de la deuxième phase opératoire, un béton (2) ayant une densité brute supérieure est coulé dans le moule (8) jusqu'au niveau du rebord supérieur (9) et compacté, après quoi, lorsque le béton (2) s'est décanté suite au compactage, au cours d'une troisième phase opératoire, le béton (3) ayant la densité brute basse est coulé entre le bord supérieur du béton (2) ayant la densité brute plus élevée et le rebord supérieur (9) du moule (8), après quoi la pierre de construction (1) est vibrée et/ou compactée suite à la troisième phase opératoire, dans lequel les deux couches de béton (3) ayant la faible densité brute constituent le côté supérieur (4) et le côté inférieur (5) de la pierre de construction (1) après quoi, au cours d'une quatrième phase opératoire, le côté supérieur (4) et le côté inférieur (5) de la pierre de construction (1) sont usinés mécaniquement de telle manière que la pierre de construction (1) puisse être ajustée très précisément en dimensions.
- Procédé selon la revendication 1,
caractérisé en ce que,
le côté supérieur (4) et le côté inférieur (5) de la pierre de construction (1) sont usinés mécaniquement par fraisage et/ou ponçage. - Procédé selon les revendications 1 ou 2,
caractérisé en ce que,
la pierre de construction (1), dans une forme de réalisation comme bloc de construction ou pierre de coffrage, est réalisée à au moins 90% (en volume) avec le béton (2) ayant la densité brute la plus élevée. - Procédé selon les revendications 1 ou 2,
caractérisé en ce que,
la pierre de construction (1) est réalisée sous forme de bloc de construction creux, dans lequel le fond et les côtés supérieurs libres des traverses sont réalisés en béton léger. - Procédé selon les revendications 1 à 4,
caractérisé en ce que,
le béton (3) ayant la densité brute faible est coulé dans le moule (8) en tant que couche mince, au cours de la première phase opératoire du procédé. - Procédé selon l'une des revendications 1 à 5,
caractérisé en ce que,
le béton (3) ayant la densité brute faible est coulé comme couche mince sur le béton (2) ayant la densité brute élevée, au cours de la troisième phase opératoire du procédé. - Procédé selon les revendications 5 ou 6,
caractérisé en ce que,
la couche mince a une épaisseur de 0,5 cm à 5 cm, et avantageusement de 1 cm à 3 cm. - Procédé selon l'une des revendications 1 à 7,
caractérisé en ce que,
l'on utilise du béton léger comme béton (3) ayant une densité brute faible. - Procédé selon l'une des revendications 1 à 8,
caractérisé en ce que,
l'on utilise du béton lourd comme béton (2) ayant une densité brute élevée. - Procédé selon l'une des revendications 1 à 9,
caractérisé en ce que,
le moule (8) comporte une pluralité d'éléments intercalaires (8a) qui sont agencés respectivement pour la réalisation d'une pierre de construction (1). - Dispositif pour la mise en oeuvre du procédé selon l'une des revendications 1 à 10,
caractérisé en ce qu'il
comporte des moyens pour la fabrication d'une pierre de construction (1) avec au moins deux types de bétons (2, 3) ayant des densités brutes différentes, pour la réalisation d'ouvrages de construction, dans lequel les parois extérieures de la pierre de construction (1) sont constituées d'une face supérieure (4), d'une face inférieure (5) et de parois latérales (6), après quoi, au cours d'une première phase opératoire, une couche d'un béton (3) ayant une faible densité brute est coulée dans un moule (8) et, avant l'accomplissement d'une deuxième phase opératoire est vibrée et/ou compactée, après quoi, au cours de la deuxième phase opératoire, un béton (2) ayant une densité brute supérieure est coulé dans le moule (8) jusqu'au niveau du rebord supérieur (9) et compacté, après quoi, lorsque le béton (2) s'est décanté suite au compactage, au cours d'une troisième phase opératoire, le béton (3) ayant la densité brute basse est coulé entre le bord supérieur du béton (2) ayant la densité brute plus élevée et le rebord supérieur (9) du moule (8), après quoi la pierre de construction (1) est vibrée et/ou compactée suite à la troisième phase opératoire, dans lequel les deux couches de béton (3) ayant la faible densité brute constituent le côté supérieur (4) et le côté inférieur (5) de la pierre de construction (1) après quoi, au cours d'une quatrième phase opératoire, le côté supérieur (4) et le côté inférieur (5) de la pierre de construction (1) sont usinés mécaniquement de telle manière que la pierre de construction (1) puisse être ajustée très précisément en dimensions, dans lequel, accessoirement, est prévue une installation de remplissage (17) qui est mobile avec une vitesse de déplacement déterminée, par-dessus une ouverture supérieure (9) d'un moule (8) à remplir, dans lequel l'installation de remplissage (17) comprend un moyen de distribution (18), et le déplacement de l'installation de remplissage (17) est synchronisé avec le moyen de distribution (18) de telle manière que le moule (8) soit dosé et au moins approximativement rempli de façon uniforme de béton (3). - Dispositif selon la revendication 11,
caractérisé en ce que,
le moyen de distribution est formé d'une bande transporteuse (18). - Dispositif selon la revendication 12,
caractérisé en ce que,
l'installation de remplissage (17) est mobile entre un rebord arrière (9b) de l'ouverture supérieure (9) du moule (8) jusqu'à un rebord avant (9a), dans lequel, pendant un déplacement en retour ultérieur de l'installation de remplissage (17) depuis le rebord avant (9a) vers le rebord arrière (9b), le béton dosé (3) est déversé dans le moule (8) par un déplacement de la bande transporteuse (18) ou par une vibration de l'unité de vibration. - Dispositif selon les revendications 12 ou 13,
caractérisé en ce que,
le moule (8) comporte une pluralité d'éléments intercalaires (8a) qui sont agencés respectivement pour la réalisation d'une pierre de construction (1).
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE200710052883 DE102007052883A1 (de) | 2007-11-02 | 2007-11-02 | Verfahren zum Herstellen eines Bausteins aus Beton und Vorrichtung zur Durchführung des Verfahrens |
Publications (3)
Publication Number | Publication Date |
---|---|
EP2055457A2 EP2055457A2 (fr) | 2009-05-06 |
EP2055457A3 EP2055457A3 (fr) | 2013-04-10 |
EP2055457B1 true EP2055457B1 (fr) | 2017-03-29 |
Family
ID=40352262
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP08018198.5A Active EP2055457B1 (fr) | 2007-11-02 | 2008-10-17 | Procédé de fabrication d'un bloc de construction en béton et dispositif pour la mise en oeuvre du procédé |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP2055457B1 (fr) |
DE (1) | DE102007052883A1 (fr) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20110057194A (ko) * | 2008-08-29 | 2011-05-31 | 베넥스 테크놀로지스 피티와이 엘티디. | 블록 몰드 및 방법 |
CN104972557A (zh) * | 2015-07-06 | 2015-10-14 | 佛山东承汇科技控股有限公司 | 一种仿天然玉石的陶瓷墙地砖布料器 |
AT524345B1 (de) * | 2020-11-12 | 2022-07-15 | Michael Friedl Alfred | Halb-Mauerstein und Verfahren zum Produzieren eines Halb-Mauersteins |
DE102022108257A1 (de) * | 2022-04-06 | 2023-10-12 | Godelmann Gmbh & Co. Kg | Verfahren und Vorrichtung zur Herstellung von Betonsteinen |
Family Cites Families (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
BE622481A (fr) * | ||||
FR1521840A (fr) | 1967-05-03 | 1968-04-19 | Schlosser & Co Gmbh | Procédé pour la fabrication d'un élément de construction comprenant plusieurs couches |
SE328817B (fr) * | 1969-11-04 | 1970-09-21 | Ytong Ab | |
DE2233806A1 (de) * | 1972-07-10 | 1974-01-24 | Braun Ag | Lichtleitendes einbauteil zur darstellung optischer informationen |
DE3638207A1 (de) * | 1986-11-08 | 1988-05-11 | Netter Gmbh | Verfahren zur herstellung von betonfomsteinen und vorrichtung zur durchfuehrung des verfahrens |
ATE69287T1 (de) * | 1987-01-16 | 1991-11-15 | Inax Corp | Mehrschichtige fliese und verfahren zu deren herstellung. |
JPH07117039A (ja) * | 1993-10-26 | 1995-05-09 | Inax Corp | 二層式タイル成型方法 |
JP2820100B2 (ja) * | 1996-02-09 | 1998-11-05 | 株式会社ケイ | 高精度ブロック及びその製造方法 |
DE19823658A1 (de) | 1998-05-27 | 1999-12-02 | Gisoton Baustoffwerke Gebhart | Baustein und Verfahren zum Herstellen eines Bausteines aus Beton |
US6082886A (en) * | 1999-02-11 | 2000-07-04 | Stanford; Michael S. | Illumination system |
DE10051253A1 (de) * | 2000-10-16 | 2002-04-25 | Novoceric Transportanlagen Gmb | Vorrichtung zum ein-oder beidseitigen materialabtragenden Bearbeiten von Bausteinen |
SE522171C2 (sv) * | 2002-05-17 | 2004-01-20 | Aron Losonczi | Byggnadsblock innefattande ljusgenomsläppliga fibrer och metod för framställning av detsamma |
TW200712032A (en) * | 2005-09-19 | 2007-04-01 | Ruentex Eng & Constr Co Ltd | Light transparent concret construction material and its manufacturing method |
DE202007000735U1 (de) * | 2007-01-12 | 2007-03-15 | Alfer Aluminium Gesellschaft Mbh | Basisprofilschiene einer Fugenabdeckvorrichtung |
JP5173208B2 (ja) * | 2007-02-15 | 2013-04-03 | ニチハ株式会社 | 無機質焼成体の製造方法 |
-
2007
- 2007-11-02 DE DE200710052883 patent/DE102007052883A1/de not_active Withdrawn
-
2008
- 2008-10-17 EP EP08018198.5A patent/EP2055457B1/fr active Active
Non-Patent Citations (1)
Title |
---|
None * |
Also Published As
Publication number | Publication date |
---|---|
EP2055457A3 (fr) | 2013-04-10 |
DE102007052883A1 (de) | 2009-06-18 |
EP2055457A2 (fr) | 2009-05-06 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
DE2416764C2 (de) | Verfahren zur Herstellung eines Bauelementes und Vorrichtung zur Durchführung dieses Verfahrens | |
EP2755806B1 (fr) | Procédé de fabrication d'un élément en béton par technologie d'impression 3d | |
DE102008050955A1 (de) | Formvorrichtung für Fertig-Betondeckenplatten, Verfahren zu deren Herstellung und Fertig-Betondeckenplatte | |
DE102018217141A1 (de) | Druckkopf zum Drucken dreidimensionaler Strukturen aus Beton und Verfahren dazu | |
EP2055457B1 (fr) | Procédé de fabrication d'un bloc de construction en béton et dispositif pour la mise en oeuvre du procédé | |
DE1759903A1 (de) | Verfahren und Maschine zur Herstellung laenglicher Betongegenstaende | |
EP1605101B1 (fr) | Procédé et dispositif pour la fabrication d'un panneau multicouche en béton | |
DE102005002497B3 (de) | Verfahren und Vorrichtung zum Herstellen von Hohlbausteinen | |
CH627126A5 (fr) | ||
DE19622001A1 (de) | Vorrichtungen und Verfahren zur Herstellung von Betonsteinen | |
EP1900491A2 (fr) | Procédé et presse pour produire des corps moulés | |
DE10164466B4 (de) | Hauptrahmen für eine Betongussmaschine | |
EP0960989B1 (fr) | Bloc de construction et méthode de fabrication d'un bloc de construction en béton | |
DE3203107A1 (de) | Vorrichtung und verfahren zum herstellen von winkelelementen aus beton | |
DE1810128A1 (de) | Verfahren und Einrichtung zum Herstellen von Betonelementen insbesondere von Betonpflastersteinen | |
AT500460B1 (de) | Vorrichtung zum herstellen eines hohlbausteins aus einer hydraulisch aushärtenden, feuchten bausteinmasse | |
DE10011293A1 (de) | Vorrichtung zum Auftragen von Mörtelmasse | |
DE859724C (de) | Verfahren und Vorrichtung zur Herstellung von Formstuecken aus Beton und aehnlichen Massen | |
DE3807263C2 (de) | Verfahren zur schalungsfreien Herstellung der Profilierung einer Vorsatzschale aus haufwerksporigem Beton auf einer Stahlbetontragplatte sowie Vorrichtung zur Druchführung des Verfahrens | |
DE3724641A1 (de) | Verfahren und vorrichtung zur maschinellen herstellung eines waermedaemmenden leichtbeton-mauersteins | |
DE102007022455A1 (de) | Füllwagen | |
EP0778112B1 (fr) | Procédé pour la fabrication de blocs pour mur | |
DE102022120947A1 (de) | Lehmplanstein sowie Verfahren zum Herstellen eines Lehmplansteins | |
DE1683878A1 (de) | Verfahren und Einrichtung zum Herstellen von Betonsteinen | |
DE4319952A1 (de) | Verfahren und Vorrichtung zur Herstellung von Betongitterplatten mit Bewehrungseinlage |
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 |
|
AK | Designated contracting states |
Kind code of ref document: A2 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MT NL NO PL PT RO SE SI SK TR |
|
AX | Request for extension of the european patent |
Extension state: AL BA MK RS |
|
RIC1 | Information provided on ipc code assigned before grant |
Ipc: B28B 11/12 20060101ALI20130128BHEP Ipc: B28B 13/02 20060101AFI20130128BHEP |
|
PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
|
AK | Designated contracting states |
Kind code of ref document: A3 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MT NL NO PL PT RO SE SI SK TR |
|
AX | Request for extension of the european patent |
Extension state: AL BA MK RS |
|
RIC1 | Information provided on ipc code assigned before grant |
Ipc: B28B 13/02 20060101AFI20130306BHEP Ipc: B28B 11/12 20060101ALI20130306BHEP |
|
17P | Request for examination filed |
Effective date: 20131009 |
|
RBV | Designated contracting states (corrected) |
Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MT NL NO PL PT RO SE SI SK TR |
|
AKX | Designation fees paid |
Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MT NL NO PL PT RO SE SI SK TR |
|
17Q | First examination report despatched |
Effective date: 20140305 |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
INTG | Intention to grant announced |
Effective date: 20161012 |
|
RAP1 | Party data changed (applicant data changed or rights of an application transferred) |
Owner name: BAUSTOFFWERKE GEBHART & SOEHNE GMBH & CO. KG |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MT NL NO PL PT RO SE SI SK TR |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D Free format text: NOT ENGLISH |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: REF Ref document number: 879307 Country of ref document: AT Kind code of ref document: T Effective date: 20170415 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D Free format text: LANGUAGE OF EP DOCUMENT: GERMAN |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 502008015155 Country of ref document: DE |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170329 Ref country code: NO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170629 Ref country code: GR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170630 Ref country code: HR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170329 Ref country code: LT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170329 |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: MP Effective date: 20170329 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LV Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170329 Ref country code: SE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170329 Ref country code: BG Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170629 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170329 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 10 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170329 Ref country code: EE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170329 Ref country code: SK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170329 Ref country code: CZ Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170329 Ref country code: RO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170329 Ref country code: ES Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170329 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: PT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170731 Ref country code: PL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170329 Ref country code: IS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170729 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 502008015155 Country of ref document: DE |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170329 |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
26N | No opposition filed |
Effective date: 20180103 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170329 Ref country code: MC Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170329 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: MM4A |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20171017 Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20171031 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20171031 |
|
REG | Reference to a national code |
Ref country code: BE Ref legal event code: MM Effective date: 20171031 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20171031 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170329 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 11 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20171017 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: HU Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO Effective date: 20081017 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CY Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20170329 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: TR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170329 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: AT Payment date: 20191018 Year of fee payment: 12 |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MM01 Ref document number: 879307 Country of ref document: AT Kind code of ref document: T Effective date: 20201017 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20201017 |
|
P01 | Opt-out of the competence of the unified patent court (upc) registered |
Effective date: 20230519 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 20230823 Year of fee payment: 16 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 20231027 Year of fee payment: 16 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20231020 Year of fee payment: 16 |