EP1923185B1 - Method and installation for forming a single-piece prefabricated element made of concrete - Google Patents
Method and installation for forming a single-piece prefabricated element made of concrete Download PDFInfo
- Publication number
- EP1923185B1 EP1923185B1 EP06023710.4A EP06023710A EP1923185B1 EP 1923185 B1 EP1923185 B1 EP 1923185B1 EP 06023710 A EP06023710 A EP 06023710A EP 1923185 B1 EP1923185 B1 EP 1923185B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- formwork
- concrete
- riser
- pressure
- under pressure
- 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.)
- Not-in-force
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Classifications
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- 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
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/22—Moulds for making units for prefabricated buildings, i.e. units each comprising an important section of at least two limiting planes of a room or space, e.g. cells; Moulds for making prefabricated stair units
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- 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
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- 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
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
- B28B7/0008—Venting channels, e.g. to avoid vacuum during demoulding or allowing air to escape during feeding, pressing or moulding
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- 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
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/28—Cores; Mandrels
- B28B7/30—Cores; Mandrels adjustable, collapsible, or expanding
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- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/02—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for rooms as a whole by which walls and floors are cast simultaneously, whole storeys, or whole buildings
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- 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
Definitions
- the present invention relates to a method and an apparatus for producing a one-piece precast concrete element.
- formwork When concreting prefabricated parts, formwork is usually filled with concrete from above.
- the concrete falls from a certain height from above into the open formwork, possibly also on a reinforcement arranged in the formwork.
- the concrete To fill all cavities of the formwork, the concrete must be mechanically compacted, for example vibrated.
- SVB flowable self-compacting concrete
- SVB flowable self-compacting concrete
- the concrete rolls around and vents itself automatically without the use of mechanical energy.
- Self-compacting concrete can be conveyed by means of a pump in the formwork. Again, the filling of the concrete is done from above into the open formwork, for example by a hose or pipe, the lower end is always held in the already filled concrete and is pulled up with increasing filling height, in this way as little air in to introduce the concrete.
- Shuttering smooth surfaces in visual quality or profilings on all sides can not be produced with the known concreting methods or at least not in sufficient quality.
- Another major disadvantage of the conventional method is that, for example, room modules with bottom and thin side walls can only be concreted upside down, ie, with the floor upwards, and thus turned into the transport or installation position only after complete hardening of the concrete have to. Accordingly, the whole formwork is blocked.
- US Pat. No. 6,395,213 B1 discloses a method of making a precast concrete element comprising the steps of: providing an empty formwork comprising bottom formwork, side formwork, a displacer, and a flameproof cap terminating the formwork at the top; Pressing in flowable concrete in the area of the floor formwork; continuous filling of the formwork with concrete, which rises under pressure from bottom to top, until the cavities of the formwork are completely filled; Solidification of the concrete in the formwork; Remove the cover, the displacement body and the side formwork so that at the end the freshly concreted prefabricated part only stands with the bottom on the bottom formwork.
- US Pat. No. 6,395,213 B1 also discloses a device and a method for producing a precast concrete element, according to the preamble of claims 1 and 7, comprising a cap which closes pressure-resistant upwards formwork, and at least one closable inlet for flowable concrete arranged in the region of the bottom formwork. In the cover openings are provided, can escape from the inflowing concrete displaced air from the interior of the formwork in the environment. These holes are flush with the horizontal top of the cap.
- EP 0 382 536 A1 describes a method and apparatus for making articles from a liquid, solidifying material.
- the device comprises a mold composed of two halves enclosing a cavity, a gasket for pressure-tight sealing of the mold to the atmosphere and an inlet for the liquid material.
- a vacuum port is also provided to create a negative pressure in the mold before the liquid material is filled.
- FR 2 619 047 discloses an apparatus for injecting concrete into a mold consisting of two halves.
- the concrete is filled from a arranged above the mold funnel under pressure.
- Top-mounted on the form of control (structs) allow to control the completion of the filling of the mold with concrete.
- an empty formwork is first provided, which consists of bottom formwork, side formwork, displacement body and a cap.
- the formwork is thus sealed off at the top. It is also provided at least one open riser, which projects beyond the formwork.
- the concrete in the formwork is allowed to solidify. Subsequently, the cap and the side mold are removed and the displacer pulled out. At the end, the freshly concreted finished part stays with the floor, ie in the installed position, on the lower formwork.
- the method according to the invention is very well suited for the production of a room module which comprises at least one floor and side parts integrally formed thereon and can be used to create a simple building, for example a garage or a small house. But it can also be any other components, for example, flat, rod-shaped or spatial components are manufactured with and without openings or recesses.
- the formwork comprises a displacement body in the form of a removable inner core whose distance from the bottom formwork and the side formwork determines the thickness of the floor or side walls of the room module to be concreted.
- the pressure with which the concrete is introduced into the formwork thus serves not only to convey the concrete but also to distribute it within the formwork.
- the formwork must be sufficiently pressure-stable and, in particular, also have a sufficiently pressure-resistant cover to the top.
- the pressure prevailing in the formwork when filled with concrete is composed of the geodetic concrete pressure, the friction and adhesion resistance as well as an additional operating pressure, which is necessary for the inflowing concrete to flow through narrow passages and into all angles and the reached the highest cavities in the formwork sufficiently fast.
- Another great advantage of the concreting process according to the invention is the high quality of the exposed concrete surfaces that can be achieved therewith.
- the use of flowable concrete and its air-poor distribution within the formwork under pressure results in smooth walls in fair-quality concrete and can be any profiles, for example, at the bottom of the soil, if necessary.
- the flowable concrete is pressed from below into the formwork until the formwork is completely filled and beyond a projecting concrete column has formed in the riser. Subsequently, the supply of concrete is turned off. The concrete column in the riser begins to sink to the extent that the concrete in the formwork settles due to its own weight. As soon as the concrete column in the riser pipe no longer sinks, the connection to the formwork is sealed off. This procedure ensures that all cavities within the formwork are filled with concrete.
- the riser thus works as a pressure equalizing vessel with memory function.
- the method according to the invention is characterized in that the filling process can be carried out at high speed.
- Tests have shown that filling speeds of up to 40 l / min with a delivery line with a cross section of 50 mm pose no problem and also have no negative effects on the quality of the exposed concrete surface, even with very narrow formwork geometry.
- the prerequisite for such high filling speeds is the use of a suitable fresh concrete.
- SCC self-compacting concrete
- SCC self-compacting concrete
- good-flowable SCC of the flour-type which is characterized by an excess proportion of flour meal.
- a device which serves to carry out the method according to the invention comprises a sufficiently pressure and deformation-resistant formwork, which consists at least of bottom formwork, side formwork and a displacement body.
- a pressure-resistant cover is provided, which closes the formwork at the top.
- the device according to the invention also comprises an open riser pipe, which projects beyond the formwork and is connected to the latter via a closable opening.
- the device designed in this way allows the introduction of flowable concrete in the area of the bottom formwork and the continuous filling of the formwork with concrete, which rises under pressure from bottom to top in the riser until the cavities of the formwork are completely filled with concrete and a supernatant Concrete pillar has formed in the riser.
- closable inlets for concrete along the side mold are distributed so that the concrete column rises as evenly as possible in the formwork. This is supported by the fact that preferably also several pressure equalization vessels are provided, which are also distributed along the edge of the side mold.
- a high-pressure concrete pump is preferably used, which is in fluid communication with the closable inlets.
- the pressure generated by the pump not only serves to transport the concrete, but is also responsible for the uniform distribution of the concrete within the formwork.
- the concrete is pumped via a branched system of hoses and pipes to the inlets of the formwork.
- the riser pipes are made of transparent material, in particular plastic, so that the height of the concrete column can be observed.
- obturator is for example a horizontal disc with an eccentrically arranged recess which can be rotated by hand via a corresponding opening in the cap.
- the riser is detachably connected to the top of the cap and decoupled. This makes it possible for the riser pipe to be quickly separated from the formwork cover and for the residual concrete contained therein to be dumped before it cures.
- Fig. 1 is a bottom form 1 to see. This is also designed as a transport pallet and has on its upper side a contouring 2, the negative is to impress in the bottom of the space module to be produced.
- Fig. 2 is a side formwork 3 placed on the bottom formwork 1.
- the side mold 3 is composed of a number of side panels.
- Floor formwork 1 and side formwork 3 define a rectangular parallelepiped.
- the height of the side formwork 3 corresponds to the height of the side walls of the room module to be concreted.
- an inner core 4 is introduced from above between the walls of the side mold 3.
- the inner core 4 also has the shape of a rectangular parallelepiped whose dimensions are somewhat smaller than the clearances between the respective opposite walls of the side mold 3.
- the inner core 4 On its upper side, the inner core 4 carries a number of parallel cross member 5, which survive right and left.
- the inner core 4 is lowered gently close to the bottom formwork 1, so that it fills most of the space formed by the bottom formwork 1 and the side formwork 3.
- Fig. 4 is the inner core 4 completely inserted into the side mold 3.
- the lateral projections of the cross member 5 sit on top of the side mold 3 and keep the inner core 4 characterized in a defined small distance from the bottom formwork 1 (cf. Fig. 1 . Fig. 2 ). So that the inner core 4 does not float during concreting, the cross member 5 are firmly connected by means of fastening screws 6 with the side panel 3. As a result, the side formwork 3 is stiffened at the same time. Between the inner core 4 and the side wall 3 remains a running around vertical side gap 7, which determines the thickness of the side walls of the space module to be produced. So that the inner core 4 can be easily lifted out of the side formwork 3 again after concreting, it is designed as a shrink core, that is, its outer dimensions can be reduced with respect to the finished part to be concreted.
- FIG. 4 the formwork consisting of floor formwork 1, side formwork 3 and inner core 4 is still open at the top, namely in the area of the side gap 7. According to FIG Fig. 5 This side gap 7 is now closed by means of a hinged cap 8. Thus, a completely closed formwork is provided.
- each inlet 9 is connected by a short tube 10 to a conduit 11 leading to a high pressure concrete pump (not shown).
- the inlets 9 are distributed at regular intervals along the outside of the side mold 3.
- Each inlet 9 has its own obturator, so that the inlets 9 each open and close independently.
- risers 12 are placed on the closed cap 8 risers 12 are placed. At the top, these risers 12 are open, below they are connected via a small closable opening with the otherwise pressure-tight closed interior of the formwork in combination.
- Fig. 5 is indicated by arrows that flowable self-compacting concrete (SVB) is introduced in a split-flow through the conduit 11 via the hoses 10 and the inlets 9 in the formwork.
- SVB flowable self-compacting concrete
- the concreting can be controlled so that first the space between the bottom mold 1 and bottom of the inner core 4 is rinsed with concrete and then nachgef dirtender concrete as evenly as possible in the side gap 7 between the side mold 3 and inner core 4 (cf. Fig. 4 ) goes up. Only when all cavities in the formwork are completely filled with concrete and the concrete is also raised in the risers 12, the concrete pump is turned off and all the inlets 9 are shut off. Inlets 9 and risers 12 are uncoupled and the corresponding openings closed form smooth as long as the concrete is liquid.
- the cap 8 is removed. After loosening the mounting screws 6, the inner core 4 can be lifted upwards, wherein the cross member 5 stand out from the top of the side mold 3. Previously, the inner core 4 was shrunk to disengage from the adjacent concrete wall. In Fig. 6 the inner core 4 is already pulled a piece upwards. There, where was at the empty formwork of the side gap 7 (see. Fig. 4 ), the side walls 13 of the freshly concreted space module have now formed.
- the room module made of one piece of concrete comprises, in addition to the sidewalls 13, a flat floor 14 which is monolithically connected to the sidewalls 13.
- openings 15 are provided for doors and windows. Even if the concrete is not fully cured, the floor formwork 1 can be transported away together with the room module resting on it. All surfaces are smooth and have fair-faced concrete quality.
- the scale enlarged picture of Fig. 8 allows a look inside the formwork.
- the inner core 4 is shown vertically cut. It can be seen the side gap 7 between the inner core 4 and side mold 3 and the cap 8, which closes the formwork towards the top.
- the cap 8 is formed as a flat sheet of steel and is with its outer (in Fig. 9 left) edge pivotally attached to the top of the side mold 3. With its opposite edge, the cap 8 lies on the inner core 4, so that the side gap 7 is covered.
- the closed lid 8 is held closed by a latch 16 so that it withstands the pressure acting from below of the concrete rising in the side gap 7.
- the attached to the outside of the closed cap 8 riser 12 is made of transparent plastic, so that it can be seen whether and how high the concrete column has risen in the riser 12.
- a flange 17 serves to quickly connect and disconnect the riser 12 to and from the cap 8 (see. Fig. 9 ).
- Knockable wedges 18 press the flange 17 firmly on top of the cap 8.
- the flange 17 has a small round opening 19.
- a disc 20 is horizontally rotatably mounted, which has an eccentric bore 21. By means of a radially outwardly projecting lever 22, the bore 21 can rotate over the opening 19, so that concrete can rise from below from the closed formwork in the riser 12. By turning back the disc 20, the opening 19 can be closed again to interrupt the connection between the riser 12 and the interior of the formwork. After removal of the wedges 18, the completely or partially filled with concrete riser 12 can be decoupled from the cap 8 to empty it before the concrete has set.
- Fig. 10 In principle, the same formwork is shown as in Fig. 5 but horizontally cut and not to scale.
- the hollow core 4 fills most of the interior of the formwork except for the side gap 7.
- the formwork Towards the top, the formwork is closed by the cover 8 in a pressure-tight manner.
- Separately lockable inlets 9 are arranged on the right and left in the lower region of the side mold 3.
- the supply of fresh concrete can be controlled.
- a riser 12 are placed on the right and left, which are in fluid and pressure communication with the interior of the formwork.
- the connection can be opened or closed by means of shut-off valves 24. Above the risers 12 are open, so are in contact with the atmosphere. In the open state, the riser tubes 12 function as pressure equalization vessels.
- the formwork is empty.
- the filling valves 23 at the inlets 9 are all closed, whereas the shut-off valves 24 of the risers 12 are opened.
- the filling valve 23 is now opened on the left side, whereupon flowable self-compacting concrete (SVB) flows at high speed on the bottom mold 1.
- the displaced by the inflowing air can escape through the open risers 12 upwards.
- the viscous concrete does not distribute itself uniformly. Rather, the inflowing concrete accumulates in the area behind the left inlet 9 and begins to rise first on the left side in the side gap 7 to the top.
- the bottom mold 1 and the inner core 4 bottom gap 25 is flushed from left to right with the liquid concrete. It should be noted that the bottom gap 25 is in truth much narrower than shown in the drawings. Therefore, it requires a fairly high pressure, so that the concrete is pushed through the bottom gap 25 therethrough.
- Fig. 11 the bottom gap 25 is already completely filled with concrete.
- the left part of the side gap 7 is filled to about one third with concrete, whereas almost no concrete has arrived on the left side.
- Fig. 12 shows a state in which the concrete column on the left side has almost reached the top of the side shell 3, while the side gap 7 is filled on the right side only about two-thirds.
- the still fresh concrete is set. This can be seen from the fact that the concrete column in the risers 12 drops slightly. This can be compensated by subsequent flow of the concrete contained in the nearest riser 12.
- the risers 12 thus not only serve the pressure equalization or the construction of a controlled backpressure, but at the same time also provide storage for the still flowable concrete and thereby ensure that even after settling of the concrete really all voids of the formwork remain completely filled. Only when the concrete column no longer sinks in the riser tubes 12, the associated shut-off valves 24 are closed and thus the connection to the interior of the formwork is interrupted. The risers 12 can then be dismantled, emptied and cleaned.
- the method has hitherto been explained using the example of a room module with side walls and monolithically connected floor.
- the proposed method is by no means limited to this. It is equally possible to produce also room modules with floor and ceiling by means of the method according to the invention using the device according to the invention from a piece of concrete. It is also possible to introduce a plurality of inner cores at a distance in the formwork, so that monolithic center walls arise in the room module.
- solid bodies with very simple geometry, such as wall elements, round or square tubes, columns and blocks can be manufactured efficiently and in the best quality using the proposed method.
- Fig. 14 explains the production of a room module with floor, side walls and in addition a ceiling as a one-piece concrete precast.
- the formwork consists of bottom formwork 1, side formwork 3 and a cover 8 ', which, however, covers the entire side formwork 3 here.
- the inner core 4 ' is here arranged centrally in the interior of the formwork, so that apart from the bottom gap 25, a ceiling gap 26 remains between the upper side of the inner core 4' and underside of the cover 8 '.
- the inner core 4 ' can be pulled out later to the front.
- FIG. 14 Formwork shown is filled with well flowable self-compacting concrete, which rises under pressure from bottom to top.
- the filling process is assisted by an additional inlet 9, which is arranged on the left side of the side mold 3 just below the cap 8 '.
- Figure 14 is to see a state in which the concrete column has risen on the left side already in the left riser 12 and thus reached its maximum, while on the right side below the right riser 12 still air, especially in the ceiling gap 26, located.
- the two lower inlets 9 are already closed, while the additional upper inlet 9 'is still open.
- This inlet 9 'depressed concrete flows almost only in the ceiling gap 26 to the right in the not yet filled area of the right side gap 7.
- the riser located there 12' is kept open until the concrete column reaches its maximum level there Has.
- the flowable concrete is not only pressed into the formwork, but that it is optimally distributed by means of locally different pressures. This is achieved by the fact that the concrete always rises from bottom to top and depending on the degree of filling local pressure peaks are constructed or compensated controlled. This is achieved by the variably controlled pumping in of the concrete in conjunction with the coordinated controlled venting of the formwork.
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- Ceramic Engineering (AREA)
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- 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)
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Description
Die vorliegende Erfindung betrifft ein Verfahren sowie eine Vorrichtung zur Herstellung eines einstückigen Fertigteils aus Beton.The present invention relates to a method and an apparatus for producing a one-piece precast concrete element.
Beim Betonieren von Fertigteilen wird üblicherweise eine Schalung von oben mit Beton gefüllt. Dabei fällt der Beton aus einer bestimmten Höhe von oben in die offene Schalung hinein, gegebenenfalls auch auf eine in der Schalung angeordnete Bewehrung. Um alle Hohlräume der Schalung auszufüllen, muss der Beton mechanisch verdichtet, beispielsweise eingerüttelt werden.When concreting prefabricated parts, formwork is usually filled with concrete from above. The concrete falls from a certain height from above into the open formwork, possibly also on a reinforcement arranged in the formwork. To fill all cavities of the formwork, the concrete must be mechanically compacted, for example vibrated.
Bekannt ist auch die Verwendung von fließfähigem selbstverdichtendem Beton (SVB), welcher einen längeren Fließweg zurücklegen kann, ohne sich dabei zu entmischen. Auf seinem Fließweg wälzt sich der Beton um und entlüftet sich dabei selbsttätig auch ohne den Einsatz mechanischer Energie. Selbstverdichtender Beton kann mittels einer Pumpe in die Schalung gefördert werden. Auch hier erfolgt das Einfüllen des Betons von oben in die offene Schalung, beispielsweise durch einen Schlauch oder ein Rohr, dessen unteres Ende stets im bereits eingefüllten Beton gehalten wird und das mit steigender Füllhöhe nach oben gezogen wird, um auf diese Weise möglichst wenig Luft in den Beton einzubringen.Also known is the use of flowable self-compacting concrete (SVB), which can cover a longer flow path, without demixing it. On its flow path, the concrete rolls around and vents itself automatically without the use of mechanical energy. Self-compacting concrete can be conveyed by means of a pump in the formwork. Again, the filling of the concrete is done from above into the open formwork, for example by a hose or pipe, the lower end is always held in the already filled concrete and is pulled up with increasing filling height, in this way as little air in to introduce the concrete.
Es ist auch bereits bekannt, fließfähigen selbstverdichtenden Beton über einen an der Unterseite oder im unteren Bereich der Seitenschalung vorgesehenen Sperrschieber in Schalungen, vornehmlich Ortbetonschalungen, einzufüllen. Der Beton steigt dabei von unten nach oben. Auf seine Oberfläche wirkt nur der atmosphärische Druck. Das Füllen besonders von längeren Schalungen bis zu einer definierten Oberkante ist kaum möglich, da der Beton an der Stelle des kleinsten Widerstandes die Füllhöhe zuerst erreicht und anschließend über die Oberkante der offenen Schalung überläuft. Teile mit komplexen Geometrien, wie zum Beispiel hohle Raummodule mit einem Boden und Seitenwänden, lassen sich mit den bekannten Verfahren nur sehr schwer und mit dünnflüssigen Sonderbetonen aus einem Stück herstellen.It is also already known, flowable self-compacting concrete via a provided on the bottom or in the lower part of the side mold gate valve in formwork, mainly Ortbetonschalungen filled. The concrete rises from the bottom up. Its surface is affected only by atmospheric pressure. The filling of especially long formwork up to a defined upper edge is hardly possible, since the concrete reaches the filling height first at the point of the smallest resistance and then overflows over the upper edge of the open formwork. Parts with complex geometries, such as hollow room modules with a bottom and side walls, can be very difficult to produce with the known methods and with thin liquid special concretes in one piece.
Schalungsglatte Oberflächen in Sichtqualität oder allseitige Profilierungen lassen sich mit den bekannten Betonierverfahren nicht oder jedenfalls nicht in ausreichender Qualität herstellen. Ein weiterer großer Nachteil der herkömmlichen Verfahren besteht darin, dass zum Beispiel Raummodule mit Boden und dünnen Seitenwänden nur auf dem Kopf, also mit dem Boden nach oben betoniert werden können und folglich erst nach dem vollständigen Erhärten des Betons in die Transport- oder Einbaulage gedreht werden müssen. Entsprechend lange ist die ganze Schalung blockiert.Shuttering smooth surfaces in visual quality or profilings on all sides can not be produced with the known concreting methods or at least not in sufficient quality. Another major disadvantage of the conventional method is that, for example, room modules with bottom and thin side walls can only be concreted upside down, ie, with the floor upwards, and thus turned into the transport or installation position only after complete hardening of the concrete have to. Accordingly, the whole formwork is blocked.
Angesichts der geschilderten Nachteile im Stand der Technik ist es Aufgabe der vorliegenden Erfindung, ein Verfahren und eine Vorrichtung bereitzustellen, mit denen ein Betonfertigteil mit höherer Qualität der sichtbaren Flächen als einstückiges Betonfertigteil hergestellt werden kann, wobei das Fertigteil gleich in der Endlage in der Schalung erhärtet, also nach dem Erhärten nicht mehr gedreht oder gewendet werden muss.In view of the described disadvantages in the prior art, it is an object of the present invention to provide a method and an apparatus with which a precast concrete part with higher quality of the visible surfaces can be produced as one-piece precast concrete, wherein the finished part hardens immediately in the final position in the formwork , so after hardening no longer needs to be rotated or turned.
Die gestellte Aufgabe wird zunächst durch das Verfahren mit den Merkmalen des Patentanspruchs 1 und die Vorrichtung mit den Merkmalen des Patentanspruchs 7 gelöst.The stated object is initially achieved by the method having the features of
Bei dem erfindungsgemäßen Verfahren wird zuerst eine leere Schalung bereitgestellt, welche aus Bodenschalung, Seitenschalung, Verdrängungskörper und einer Deckelung besteht. Die Schalung ist also nach oben hin druckfest abgeschlossen. Es ist ferner wenigstens ein offenes Steigrohr vorgesehen, das die Schalung überragt.In the method according to the invention, an empty formwork is first provided, which consists of bottom formwork, side formwork, displacement body and a cap. The formwork is thus sealed off at the top. It is also provided at least one open riser, which projects beyond the formwork.
Sodann wird fließfähiger Beton in den Bereich der Bodenschalung eingedrückt. Die Schalung wird anschließend mit nachfließendem Beton stetig gefüllt, wobei der Verdrängungskörper den eingeflossenen Beton verdrängt, so dass dieser in der Schalung unter Druck von unten nach oben steigt, bis alle Hohlräume vollständig mit Beton ausgefüllt sind.Then flowable concrete is pressed into the area of the bottom formwork. The formwork is then filled continuously with nachfließendem concrete, wherein the displacement body displaces the infiltrated concrete so that it rises in the formwork under pressure from bottom to top until all the cavities are completely filled with concrete.
Da die Schalung nach oben hin druckfest gedeckelt ist, baut sich an den Stellen, an denen sich der Beton staut, ein örtlich erhöhter Druck auf, welcher dazu führt, dass sich der Beton gleichmäßig in der Schalung verteilt und auch die letzten Ecken und Winkel nach und nach ausgefüllt werden. Selbstverständlich muss der Druck, mit dem der Beton in die Schalung eingepresst wird, so gewählt werden, dass die Schalung diesem standhält.Since the formwork is capped at the top in a pressure-resistant manner, a locally increased pressure builds up at the points where the concrete builds up, which leads to The concrete is evenly distributed in the formwork and also the last corners and angles are gradually filled. Of course, the pressure with which the concrete is pressed into the formwork, must be chosen so that the formwork withstands this.
Während des Füllens der Schalung wird Beton aus der Schalung heraus in das die Schalung überragende, offene Steigrohr hoch gedrückt. Dadurch kann die Betonsäule über den oberen Rand der Schalung hinaus steigen, wodurch ein zusätzlicher definierter Druck auf den Beton in der Schalung ausgeübt wird. Gleichzeitig werden Druckspitzen, welche die Schalung beschädigen könnten, vermieden. Wie hoch dieser zusätzliche Druck ist, hängt von der Höhenlage des oberen Rands des Steigrohrs über dem Boden bzw. über den Einfüllöffnungen für den Beton ab.During the filling of the formwork, concrete is pushed up out of the formwork into the open riser towering above the formwork. This allows the concrete column to rise above the upper edge of the formwork, thereby exerting additional defined pressure on the concrete in the formwork. At the same time, pressure peaks that could damage the formwork are avoided. How high this additional pressure is depends on the height of the upper edge of the riser above the ground or above the concrete filling holes.
Ist die Schalung vollständig gefüllt, lässt man den Beton in der Schalung erstarren. Anschließend werden die Deckelung und die Seitenschalung entfernt und der Verdrängungskörper herausgezogen. Am Ende bleibt das frisch betonierte Fertigteil gleich mit dem Boden, also in Einbaulage, auf der Unterschalung stehen.When the formwork is completely filled, the concrete in the formwork is allowed to solidify. Subsequently, the cap and the side mold are removed and the displacer pulled out. At the end, the freshly concreted finished part stays with the floor, ie in the installed position, on the lower formwork.
Das erfindungsgemäße Verfahren ist sehr gut geeignet für die Herstellung eines Raummoduls, das mindestens einen Boden und daran angeformte Seitenteile umfasst und zur Erstellung eines einfachen Gebäudes, zum Beispiel einer Garage oder eines kleinen Hauses, dienen kann. Es können aber auch beliebige andere Bauteile, zum Beispiel flächige, stabförmige oder räumliche Bauteile mit und ohne Öffnungen oder Aussparungen hergestellt werden.The method according to the invention is very well suited for the production of a room module which comprises at least one floor and side parts integrally formed thereon and can be used to create a simple building, for example a garage or a small house. But it can also be any other components, for example, flat, rod-shaped or spatial components are manufactured with and without openings or recesses.
Soll mit dem erfindungsgemäßen Verfahren ein Raummodul hergestellt werden, umfasst die Schalung einen Verdrängungskörper in Form eines herausziehbaren Innenkerns, dessen Abstand zur Bodenschalung und zur Seitenschalung die Dicke des Bodens bzw. der Seitenwände des zu betonierenden Raummoduls festlegt.If a room module is to be produced by the method according to the invention, the formwork comprises a displacement body in the form of a removable inner core whose distance from the bottom formwork and the side formwork determines the thickness of the floor or side walls of the room module to be concreted.
Das Betonieren eines Raummoduls in Einbaulage unter Druck im steigenden Strom von unten nach oben führt dazu, dass der Boden des Raummoduls zuerst betoniert wird, in dem nämlich der entsprechende Hohlraum ganz unten zuerst mit Beton gefüllt wird. Erst anschließend steigt der Beton in die Hohlräume, welche die Seitenwände des Raummoduls bilden. Je höher der Beton dabei steigt, desto größer wird der Druck im Bodenbereich, da dort das Gewicht der steigenden Betonsäule wirkt.The concreting of a room module in installation position under pressure in the rising current from bottom to top causes the bottom of the room module is first concreted, in which the corresponding cavity is filled at the bottom first with concrete. Only then does the concrete rise into the cavities that form the side walls of the room module. The higher the concrete rises, the greater the pressure in the floor area, since there the weight of the rising concrete column acts.
Der Druck, mit dem der Beton in die Schalung eingeleitet wird, dient also nicht nur der Förderung des Betons, sondern auch dessen Verteilung innerhalb der Schalung. Hierzu muss, wie gesagt, die Schalung hinreichend druckstabil konstruiert sein und insbesondere auch eine ausreichend druckfeste Deckelung nach oben haben. Der Druck, der in der Schalung beim Befüllen mit Beton herrscht, setzt sich zusammen aus dem geodätischen Betondruck, dem Reibungs- und Adhäsionswiderstand sowie einem zusätzlichen Betriebsüberdruck, der notwendig ist, damit der einfließende Beton auch durch enge Passagen und in alle Winkel strömt und die am höchsten gelegenen Hohlräume in der Schalung hinreichend schnell erreicht.The pressure with which the concrete is introduced into the formwork thus serves not only to convey the concrete but also to distribute it within the formwork. For this purpose, as stated, the formwork must be sufficiently pressure-stable and, in particular, also have a sufficiently pressure-resistant cover to the top. The pressure prevailing in the formwork when filled with concrete is composed of the geodetic concrete pressure, the friction and adhesion resistance as well as an additional operating pressure, which is necessary for the inflowing concrete to flow through narrow passages and into all angles and the reached the highest cavities in the formwork sufficiently fast.
Dass das Fertigteil nach dem Betonieren nicht umgedreht werden muss, sondern sogleich mit dem Boden auf der Unterschalung steht, hat den großen Vorteil, dass das frisch betonierte Teil rasch ausgeschalt und wegtransportiert werden kann. Seitenschalung, Verdrängungskörper und Deckelung können sofort zum Betonieren des nächsten Fertigteils wieder verwendet werden; lediglich die Unterschalung verbleibt solange am Fertigteil, bis der Beton vollständig ausgehärtet ist oder das Teil zum Einbauort transportiert wurde.The fact that the finished part does not have to be turned over after concreting, but immediately stands with the bottom on the lower formwork, has the great advantage that the freshly concreted part can be quickly turned off and transported away. Side formwork, displacement body and cover can be reused immediately for concreting the next finished part; only the lower formwork remains on the finished part until the concrete has completely hardened or the part has been transported to the installation site.
Ein weiterer großer Vorteil des erfindungsgemäßen Betonierverfahrens ist die damit erzielbare hohe Qualität der Sichtbetonflächen. Durch die Verwendung von fließfähigem Beton und dessen luftarme Verteilung innerhalb der Schalung unter Druck ergeben sich glatte Wände in Sichtbetonqualität und lassen sich bei Bedarf auch beliebige Profilierungen, beispielsweise an der Unterseite des Bodens, herstellen.Another great advantage of the concreting process according to the invention is the high quality of the exposed concrete surfaces that can be achieved therewith. The use of flowable concrete and its air-poor distribution within the formwork under pressure results in smooth walls in fair-quality concrete and can be any profiles, for example, at the bottom of the soil, if necessary.
Folgendes Verfahren hat sich als besonders zweckmäßig erwiesen: Der fließfähige Beton wird von unten in die Schalung hineingedrückt, bis die Schalung vollständig gefüllt ist und sich darüber hinaus eine überstehende Betonsäule im Steigrohr gebildet hat. Anschließend wird die Zufuhr von Beton abgestellt. Die Betonsäule im Steigrohr beginnt in dem Maße zu sinken, in dem sich der Beton in der Schalung aufgrund seines Eigengewichts setzt. Sobald die Betonsäule im Steigrohr nicht mehr weiter sinkt, wird die Verbindung zur Schalung abgeriegelt. Durch dieses Verfahren wird gewährleistet, dass auch wirklich alle Hohlräume innerhalb der Schalung mit Beton ausgefüllt werden. Das Steigrohr funktioniert also als Druckausgleichsgefäß mit Speicherfunktion.The following method has proved to be particularly useful: The flowable concrete is pressed from below into the formwork until the formwork is completely filled and beyond a projecting concrete column has formed in the riser. Subsequently, the supply of concrete is turned off. The concrete column in the riser begins to sink to the extent that the concrete in the formwork settles due to its own weight. As soon as the concrete column in the riser pipe no longer sinks, the connection to the formwork is sealed off. This procedure ensures that all cavities within the formwork are filled with concrete. The riser thus works as a pressure equalizing vessel with memory function.
Da die Fließfähigkeit des Betons begrenzt ist, muss dafür Sorge getragen werden, dass der Fließweg des Betons in der Schalung nicht zu lang wird. Dies kann dadurch vermieden werden, dass der Beton gleichzeitig an mehreren Stellen in die Schalung hineingedrückt wird. Dabei ist es natürlich zweckmäßig, die Einlässe so zu verteilen, dass die Betonsäule in der Schalung überall etwa gleich schnell ansteigt. Auch das Vorsehen von mehreren, gut verteilten Steigrohren hat sich als höchst vorteilhaft erwiesen, da dann eine schnelle und gleichmäßige Füllung der ganzen Schalung erreicht werden kann.Since the flowability of the concrete is limited, care must be taken that the flow path of the concrete in the formwork is not too long. This can be avoided by simultaneously pressing the concrete into the formwork at several points. It is of course expedient to distribute the inlets so that the concrete column in the formwork everywhere rises about the same speed. The provision of several, well-distributed risers has proved to be highly advantageous, since then a fast and uniform filling of the whole formwork can be achieved.
Das erfindungsgemäße Verfahren zeichnet sich dadurch aus, dass der Füllvorgang mit hoher Geschwindigkeit durchgeführt werden kann. Versuche haben ergeben, dass Füllgeschwindigkeiten bis zu 40 I/min bei einer Förderleitung mit 50 mm Querschnitt kein Problem darstellen und auch keine negativen Auswirkungen auf die Qualität der Sichtbetonoberfläche haben, selbst bei sehr enger Geometrie der Schalung. Voraussetzung für derart hohe Füllgeschwindigkeiten ist allerdings die Verwendung eines geeigneten Frischbetons. Besonders gute Ergebnisse wurden mit selbstverdichtendem Beton (SVB) erzielt, insbesondere mit gut fließfähigem SVB vom Mehlkorn-Typ, der sich durch einen überschüssigen Anteil an Mehlkorn auszeichnet.The method according to the invention is characterized in that the filling process can be carried out at high speed. Tests have shown that filling speeds of up to 40 l / min with a delivery line with a cross section of 50 mm pose no problem and also have no negative effects on the quality of the exposed concrete surface, even with very narrow formwork geometry. However, the prerequisite for such high filling speeds is the use of a suitable fresh concrete. Particularly good results have been achieved with self-compacting concrete (SCC), in particular with good-flowable SCC of the flour-type, which is characterized by an excess proportion of flour meal.
Eine Vorrichtung, die zur Durchführung des erfindungsgemäßen Verfahrens dient, umfasst eine hinreichend druck- und verformungsfeste Schalung, die mindestens aus Bodenschalung, Seitenschalung und einem Verdrängungskörper besteht. Erfindungsgemäß ist eine druckfeste Deckelung vorgesehen, welche die Schalung nach oben hin abschließt. Im Bereich der Bodenschalung ist mindestens ein absperrbarer Einlass für fließfähigen Beton vorgesehen. Die erfindungsgemäße Vorrichtung umfasst überdies ein offenes Steigrohr, das die Schalung überragt und mit dieser über eine verschließbare Öffnung in Verbindung steht. Die derart ausgebildete Vorrichtung erlaubt das Einleiten von fließfähigem Beton im Bereich der Bodenschalung und das stetige Füllen der Schalung mit Beton, der unter Druck von unten nach oben bis in das Steigrohr hochsteigt, bis die Hohlräume der Schalung vollständig mit Beton ausgefüllt sind und sich eine überstehende Betonsäule im Steigrohr gebildet hat.A device which serves to carry out the method according to the invention comprises a sufficiently pressure and deformation-resistant formwork, which consists at least of bottom formwork, side formwork and a displacement body. According to the invention, a pressure-resistant cover is provided, which closes the formwork at the top. In the area of the floor formwork at least one lockable inlet for flowable concrete is provided. The device according to the invention also comprises an open riser pipe, which projects beyond the formwork and is connected to the latter via a closable opening. The device designed in this way allows the introduction of flowable concrete in the area of the bottom formwork and the continuous filling of the formwork with concrete, which rises under pressure from bottom to top in the riser until the cavities of the formwork are completely filled with concrete and a supernatant Concrete pillar has formed in the riser.
Bevorzugt sind mehrere absperrbare Einlässe für Beton entlang der Seitenschalung so verteilt, dass die Betonsäule in der Schalung möglichst gleichmäßig steigt. Dies wird dadurch unterstützt, dass bevorzugt auch mehrere Druckausgleichsgefäße vorgesehen sind, die ebenfalls entlang des Randes der Seitenschalung verteilt sind.Preferably, several closable inlets for concrete along the side mold are distributed so that the concrete column rises as evenly as possible in the formwork. This is supported by the fact that preferably also several pressure equalization vessels are provided, which are also distributed along the edge of the side mold.
Zur Förderung des fließfähigen Betons wird vorzugsweise eine Hochdruck-Betonpumpe eingesetzt, die mit den absperrbaren Einlässen in Fluidverbindung steht. Der von der Pumpe erzeugte Druck dient dabei nicht nur allein dem Transport des Betons, sondern ist auch für die gleichmäßige Verteilung des Betons innerhalb der Schalung verantwortlich. Bevorzugt wird der Beton über ein verzweigtes System von Schläuchen und Leitungen zu den Einlässen der Schalung gepumpt.To promote the flowable concrete, a high-pressure concrete pump is preferably used, which is in fluid communication with the closable inlets. The pressure generated by the pump not only serves to transport the concrete, but is also responsible for the uniform distribution of the concrete within the formwork. Preferably, the concrete is pumped via a branched system of hoses and pipes to the inlets of the formwork.
Bevorzugt sind die Steigrohre aus durchsichtigem Material, insbesondere Kunststoff, gefertigt, so dass die Höhe der Betonsäule beobachtet werden kann. Als Absperrorgan dient beispielsweise eine horizontale Scheibe mit einer exzentrisch angeordneten Ausnehmung, die von Hand über eine korrespondierende Öffnung in der Deckelung gedreht werden kann. Zweckmäßigerweise ist das Steigrohr lösbar an die Oberseite der Deckelung an- und abkoppelbar. Dies ermöglicht es, dass das Steigrohr schnell von der Schalungsdeckelung getrennt und der darin befindliche Restbeton ausgekippt werden kann, bevor er aushärtet.Preferably, the riser pipes are made of transparent material, in particular plastic, so that the height of the concrete column can be observed. As obturator is for example a horizontal disc with an eccentrically arranged recess which can be rotated by hand via a corresponding opening in the cap. Conveniently, the riser is detachably connected to the top of the cap and decoupled. This makes it possible for the riser pipe to be quickly separated from the formwork cover and for the residual concrete contained therein to be dumped before it cures.
Das erfindungsgemäße Betonierverfahren und die dazu verwendete Schalungsvorrichtung werden nachstehend beispielhaft unter Bezugnahme auf die beigefügten Zeichnungen näher erläutert. Es zeigen:
Figuren 1bis 7- das Ein- und Ausschalen eines Raummoduls im Verlauf seiner Herstellung als einstückiges Fertigteil aus Beton, in sieben perspektivischen Zeichnungen;
Figur 8- eine obere Ecke der Schalung gemäß
Fig. 5 mit Deckelung und aufgesetztem Steigrohr, in etwas größerem Maßstab; - Figuren 9a, 9b, 9c
- das Steigrohr von
Fig. 8 , in nochmals vergrößertem Maßstab; Figuren 10bis 13- das Betonieren eines Raummoduls mit Boden und Seitenwänden, schematisch;
Figur 14- das Betonieren eines anderen Raummoduls mit Boden, Seitenwänden und Decke, schematisch.
- FIGS. 1 to 7
- the fitting and stripping of a room module in the course of its manufacture as a one-piece prefabricated concrete, in seven perspective drawings;
- FIG. 8
- an upper corner of the formwork according to
Fig. 5 with lid and raised riser, on a slightly larger scale; - FIGS. 9a, 9b, 9c
- the riser of
Fig. 8 in an even larger scale; - FIGS. 10 to 13
- concreting a room module with floor and side walls, schematic;
- FIG. 14
- the concreting of another room module with floor, side walls and ceiling, schematic.
Das erfindungsgemäße Verfahren und die zugehörige Vorrichtung werden im Folgenden anhand des Beispiels der Herstellung eines Raummoduls mit Seitenwänden und monolithischem Boden erläutert.The method according to the invention and the associated apparatus will be explained below with reference to the example of the production of a room module with side walls and monolithic floor.
In
In
Gemäß
In
In
Im unteren Bereich der Seitenschalung 3 ist eine Anzahl von Einlässen 9 vorgesehen. Jeder Einlass 9 ist mit einem kurzen Schlauch 10 an eine Leitung 11 angeschlossen, die zu einer (nicht dargestellten) Hochdruck-Betonförderpumpe führt. Die Einlässe 9 sind in regelmäßigen Abständen entlang der Außenseite der Seitenschalung 3 verteilt. Jeder Einlass 9 verfügt über ein eigenes Absperrorgan, so dass sich die Einlässe 9 jeweils unabhängig voneinander öffnen und schließen lassen.In the lower part of the
Auf die geschlossene Deckelung 8 sind Steigrohre 12 aufgesetzt. Nach oben hin sind diese Steigrohre 12 offen, unten stehen sie über eine kleine verschließbare Öffnung mit dem ansonsten druckdicht abgeschlossenen Innenraum der Schalung in Verbindung.On the
Die Schalung ist nun zum Betonieren vorbereitet.The formwork is now ready for concreting.
In
Durch selektives Öffnen und Schließen der Einlässe 9 und der Steigrohre 12 lässt sich der Betoniervorgang so steuern, dass zunächst der Zwischenraum zwischen Bodenschalung 1 und Unterseite des Innenkerns 4 mit Beton gespült wird und anschließend nachfließender Beton möglichst gleichmäßig in dem Seitenspalt 7 zwischen Seitenschalung 3 und Innenkern 4 (vgl.
Nachdem der Beton in der Schalung ausreichend fest geworden ist, wird die Deckelung 8 entfernt. Nach Lösen der Befestigungsschrauben 6 lässt sich der Innenkern 4 nach oben herausheben, wobei die Querträger 5 von der Oberseite der Seitenschalung 3 abheben. Zuvor wurde der Innenkern 4 geschrumpft, damit er sich von der angrenzenden Betonwand löst. In
Nachdem auch die Seitenschalung 3 entfernt wurde, steht am Ende das fertige Raummodul mit dem Boden auf der Bodenschalung 1, wie in
Die im Maßstab vergrößerte Abbildung von
Das auf die Außenseite der geschlossenen Deckelung 8 aufgesetzte Steigrohr 12 besteht aus durchsichtigem Kunststoff, so dass erkennbar ist, ob und wie hoch die Betonsäule in dem Steigrohr 12 angestiegen ist.The attached to the outside of the
In den
Ein Flansch 17 dient der schnellen An- und Abkoppelung des Steigrohrs 12 an die bzw. von der Deckelung 8 (vgl.
Die im Inneren der geschlossenen Schalung ablaufenden Vorgänge beim Betonieren eines Raummoduls werden im Folgenden anhand der
In
Anfangs ist die Schalung leer. Die Füllventile 23 an den Einlässen 9 sind alle geschlossen, wohingegen die Absperrventile 24 der Steigrohre 12 geöffnet sind.Initially, the formwork is empty. The filling
In der ersten Phase, die in
In
Es beginnt nun die zweite Phase des Füllvorgangs, indem zusätzlich auch das Füllventil 23 des Einlasses 9 auf der rechten Seite geöffnet wird, so dass nun Beton von beiden Seiten einfließt. Der Seitenspalt 7 und gegebenenfalls alle weiteren Hohlräume der Schalung werden nach und nach mit Beton ausgefüllt, wobei der Beton unter Druck im steigenden Strom stetig von unten nach oben steigt. Auch der Seitenspalt 7 ist in der Natur viel schmaler als in den Zeichnungen dargestellt, so dass er für den von unten nach oben strömenden Beton einen gehörigen Widerstand darstellt, der durch einen entsprechend hohen Druck überwunden werden muss.It now begins the second phase of the filling process by additionally the filling
In
Steigt der Beton nun auch im letzten, noch geöffneten (in
Aufgrund der Schwere des Betons kommt es unmittelbar nach Abschluss des Füllvorgangs zu einem Setzen des noch frischen Betons. Dies erkennt man daran, dass die Betonsäule in den Steigrohren 12 leicht absinkt. Dies kann durch Nachfließen des im nächstgelegenen Steigrohrs 12 enthaltenen Betons kompensiert werden. Die Steigrohre 12 dienen also nicht nur dem Druckausgleich bzw. dem Aufbau eines kontrollierten Gegendrucks, sondern stellen gleichzeitig auch einen Speicher für den noch fließfähigen Beton dar und gewährleisten dadurch, dass auch nach dem Absetzen des Betons wirklich alle Hohlräume der Schalung vollständig gefüllt bleiben. Erst wenn die Betonsäule in den Steigrohren 12 nicht mehr sinkt, werden die zugehörigen Absperrventile 24 geschlossen und damit die Verbindung zum Innenraum der Schalung unterbrochen. Die Steigrohre 12 können anschließend demontiert, entleert und gesäubert werden.Due to the heaviness of the concrete, immediately after completion of the filling process, the still fresh concrete is set. This can be seen from the fact that the concrete column in the
Das Verfahren wurde bisher anhand des Beispiels eines Raummoduls mit Seitenwänden und monolithisch verbundenem Boden erläutert. Das vorgeschlagene Verfahren beschränkt sich aber keineswegs darauf. Ebenso gut ist es möglich, auch Raummodule mit Boden und Decke mittels des erfindungsgemäßen Verfahrens unter Einsatz der erfindungsgemäßen Vorrichtung aus einem Stück Beton herzustellen. Es ist auch möglich, mehrere lnnenkerne auf Abstand in die Schalung einzubringen, so dass monolithische Mittelwände im Raummodul entstehen. Ferner lassen sich auch Volumenkörper mit sehr einfacher Geometrie, wie Wandelemente, runde oder eckige Rohre, Säulen und Blöcke mit dem vorgeschlagenen Verfahren effizient und in bester Qualität fertigen.The method has hitherto been explained using the example of a room module with side walls and monolithically connected floor. The proposed method is by no means limited to this. It is equally possible to produce also room modules with floor and ceiling by means of the method according to the invention using the device according to the invention from a piece of concrete. It is also possible to introduce a plurality of inner cores at a distance in the formwork, so that monolithic center walls arise in the room module. In addition, solid bodies with very simple geometry, such as wall elements, round or square tubes, columns and blocks can be manufactured efficiently and in the best quality using the proposed method.
Aus der gefüllten Schalung lässt sich der Innenkern 4' später nach vorne herausziehen.From the filled formwork, the inner core 4 'can be pulled out later to the front.
Auch die in
Unabhängig von der Geometrie des Beton-Fertigteils kommt es bei dem beschriebenen Verfahren darauf an, dass der fließfähige Beton nicht nur in die Schalung eingedrückt wird, sondern dass er mittels örtlich unterschiedlichen Drücken optimal verteilt wird. Dies wird dadurch erreicht, dass der Beton stets von unten nach oben steigt und in Abhängigkeit des Füllgrads örtliche Druckspitzen kontrolliert aufgebaut oder ausgeglichen werden. Dies geschieht durch das variabel gesteuerte Einpumpen des Betons im Zusammenspiel mit dem koordiniert gesteuerten Entlüften der Schalung.Regardless of the geometry of the precast concrete part, it is important in the described method that the flowable concrete is not only pressed into the formwork, but that it is optimally distributed by means of locally different pressures. This is achieved by the fact that the concrete always rises from bottom to top and depending on the degree of filling local pressure peaks are constructed or compensated controlled. This is achieved by the variably controlled pumping in of the concrete in conjunction with the coordinated controlled venting of the formwork.
- 11
- Bodenschalungfloor formwork
- 22
- Konturierungcontouring
- 33
- Seitenschalungpage formwork
- 4, 4'4, 4 '
- Innenkerninner core
- 55
- Querträgercrossbeam
- 66
- Befestigungsschraubefixing screw
- 77
- Seitenspaltside gap
- 8, 8'8, 8 '
- Deckelungcapping
- 9, 9'9, 9 '
- Einlassinlet
- 1010
- Schlauchtube
- 1111
- Leitungmanagement
- 12, 12'12, 12 '
- Steigrohrerisers
- 1313
- Seitenwändeside walls
- 1414
- Bodenground
- 1515
- Öffnungenopenings
- 1616
- Riegelbars
- 1717
- Flanschflange
- 1818
- Keilwedge
- 1919
- Öffnungopening
- 2020
- Scheibedisc
- 2121
- Bohrungdrilling
- 2222
- Hebellever
- 23 (von 9)23 (out of 9)
- Füllventilfilling valve
- 24 (von 12)24 (out of 12)
- Absperrventilshut-off valve
- 2525
- Bodenspaltground clearance
- 2626
- Deckenspaltcover gap
Claims (13)
- Process for producing a one-piece prefabricated part from concrete, comprising the steps of:a) providing an empty formwork, comprising a base formwork (1), a lateral formwork (3), a displacement body, a pressure-resistant cover (8, 8') which closes the formwork towards the top, and at least one open riser pipe (12) which projects above the formwork;b) introducing flowable concrete under pressure in the region of the base formwork (1);c) continuously filling the formwork with concrete, which rises under pressure from bottom to top until the cavities of the formwork have been completely filled;d) causing concrete to rise upwards under pressure beyond the formwork into the open riser pipe (12);e) allowing the concrete to solidify in the formwork;f) removing the cover (8, 8'), the displacement body and the lateral formwork (3), so that finally the freshly made prefabricated concrete part is supported only by its base (14) on the base formwork (1).
- Process according to claim 1, characterised by the successive steps of:a) introducing concrete under pressure into the formwork until a protruding column of concrete has formed in the riser pipe (12);b) interrupting the supply of concrete, whereupon the column of concrete begins to sink;c) breaking the connection between formwork and riser pipe (12) when the column of concrete in the riser pipe (12) no longer continues to sink.
- Process according to claim 1 or 2, characterised in that the concrete is introduced under pressure into the formwork simultaneously at a plurality of locations.
- Process according to any one of claims 1 to 3, characterised in that the concrete is introduced under pressure into the formwork at a volumetric flow rate of between 10 and 50 I/min with an inlet cross-section of 50 mm
- Process according to any one of claims 1 to 4, characterised in that the concrete is a self-compacting concrete.
- Process according to claim 5, characterised in that the self-compacting concrete is of the powder type.
- Apparatus suitable for producing a one-piece prefabricated part from concrete in accordance with the process of claim 1, comprisinga) a formwork which comprises a base formwork (1), a lateral formwork (3) and a displacement body;b) a cover (8, 8') which effects pressure-resistant closure of the formwork towards the top;c) at least one closable inlet (9, 9') for flowable concrete arranged in the region of the base formwork (1);
characterised byd) at least one open riser pipe (12) which projects above the formwork and is connected thereto via a closable opening (24). - Apparatus according to claim 7, characterised in that the displacement body is an internal core (4, 4') which is arranged to be withdrawn from the formwork.
- Apparatus according to claim 7 or 8, characterised in that a plurality of inlets (9, 9') are distributed along the lateral formwork (3).
- Apparatus according to any one of claims 7 to 9, characterised in that a plurality of riser pipes (12, 12') are distributed along the lateral formwork (3).
- Apparatus according to claim 9 or 10, characterised in that the inlets (9, 9') are connected to a concrete pump via a branched system of hoses (10) and lines (11).
- Apparatus according to any one of claims 7 to 11, characterised in that the riser pipes (12, 12') are made of transparent material.
- Apparatus according to any one of claims 7 to 12, characterised in that the riser pipe (12, 12') is arranged to be releasably coupled to and uncoupled from the upper side of the cover (8, 8').
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP06023710.4A EP1923185B1 (en) | 2006-11-15 | 2006-11-15 | Method and installation for forming a single-piece prefabricated element made of concrete |
DE102007019406A DE102007019406A1 (en) | 2006-11-15 | 2007-04-23 | Formwork system for concreting prefabricated elements with an external formwork and a formwork core |
PCT/EP2007/009799 WO2008058702A2 (en) | 2006-11-15 | 2007-11-13 | Formwork system for concreting prefabricated parts, comprising a formwork shell and a formwork core |
EP07846564A EP2083977B1 (en) | 2006-11-15 | 2007-11-13 | Formwork system for concreting prefabricated parts, comprising a formwork shell and a formwork core |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP06023710.4A EP1923185B1 (en) | 2006-11-15 | 2006-11-15 | Method and installation for forming a single-piece prefabricated element made of concrete |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1923185A1 EP1923185A1 (en) | 2008-05-21 |
EP1923185B1 true EP1923185B1 (en) | 2014-08-27 |
Family
ID=37944756
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP06023710.4A Not-in-force EP1923185B1 (en) | 2006-11-15 | 2006-11-15 | Method and installation for forming a single-piece prefabricated element made of concrete |
EP07846564A Not-in-force EP2083977B1 (en) | 2006-11-15 | 2007-11-13 | Formwork system for concreting prefabricated parts, comprising a formwork shell and a formwork core |
Family Applications After (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP07846564A Not-in-force EP2083977B1 (en) | 2006-11-15 | 2007-11-13 | Formwork system for concreting prefabricated parts, comprising a formwork shell and a formwork core |
Country Status (3)
Country | Link |
---|---|
EP (2) | EP1923185B1 (en) |
DE (1) | DE102007019406A1 (en) |
WO (1) | WO2008058702A2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP3572198A1 (en) | 2018-05-24 | 2019-11-27 | RATEC Maschinenentwicklungs- und Verwaltungs-GmbH | Formwork core for a formwork system for the concreting of a bell body |
RU205206U1 (en) * | 2020-07-23 | 2021-07-02 | Открытое акционерное общество "Дзержинский экспериментально-механический завод" | PLANT FOR MANUFACTURING VOLUME CONSTRUCTION CONCRETE CONCRETE BLOCKS |
Families Citing this family (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102007019383B4 (en) | 2007-04-23 | 2009-01-08 | Ratec Maschinenentwicklungs- Und Verwaltungs-Gmbh | Battery mold for the vertical production of flat precast concrete elements |
NL2001814C2 (en) * | 2008-07-16 | 2010-01-22 | 1 2 3 Huis B V | Housing element manufacturing method for building i.e. apartment complex, involves extending vertical wall section from floor section to outside, and forming housing element with vertical and horizontal wall sections and floor section |
AT507554B1 (en) | 2008-12-22 | 2010-06-15 | Betonwerk Rieder Gmbh | FORMWORK FOR VERTICAL MANUFACTURING OF FLAT REPRODUCTIVE PARTS |
DE102012106997B4 (en) * | 2012-07-31 | 2016-01-28 | GHP Global Home Projekts UG (haftungsbeschränkt) | Device for producing a room cell in monolithic design |
DE102016120047B4 (en) * | 2016-10-20 | 2018-05-03 | Dmf Deutsche Modulhaus Fabrik Gmbh | Device and method for the integral production of a three side elements and a floor element and / or a ceiling element having room module |
AT521553B1 (en) * | 2018-08-03 | 2023-02-15 | Sdo Zt Gmbh | Method and formwork for manufacturing a slab, and slab |
CN108995022B (en) * | 2018-09-11 | 2020-08-07 | 成都建工工业化建筑有限公司 | Machining die for prefabricated exterior wall component |
CN110303577B (en) * | 2019-08-01 | 2024-04-16 | 长沙远大住宅工业安徽有限公司 | Prefabricated bay window production die and assembling or disassembling method |
CN112123522B (en) * | 2020-08-10 | 2021-08-17 | 江苏广友节能建材科技有限公司 | V-shaped groove mold for light partition board |
US11591793B2 (en) * | 2020-11-10 | 2023-02-28 | Forma Technologies Inc. | Composite conduit formwork structure and method of fabrication |
CN115519657B (en) * | 2022-10-08 | 2024-06-04 | 中国建筑第五工程局有限公司 | Fixing and positioning device for pre-buried bolts of prefabricated staircase and construction method |
CN115781888B (en) * | 2022-11-24 | 2024-02-20 | 黄骅市华悦商砼有限公司 | Splicing structure of concrete prefabricated parts and construction method |
Family Cites Families (10)
Publication number | Priority date | Publication date | Assignee | Title |
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GB1207848A (en) * | 1967-01-16 | 1970-10-07 | Kao Jing-Hong | Method and device for successively building concrete structures |
US3853452A (en) * | 1972-05-22 | 1974-12-10 | E Delmonte | Molding machine |
US4059376A (en) * | 1973-11-24 | 1977-11-22 | Yasuro Ito | Apparatus for moulding hydraulic cement or the like material |
FR2310454A1 (en) * | 1975-05-05 | 1976-12-03 | Jarrige Henri | Retractable core for moulding walls - consists of four side planks, angle-pieces and centre beam joined by links |
FR2619047A1 (en) | 1987-08-07 | 1989-02-10 | Stratime Cappello Systemes Sar | Device for injecting polymer concrete into a mould, in order to enable it to be filled |
GB8902841D0 (en) | 1989-02-09 | 1989-03-30 | Williams Design Engineering | Method and apparatus for moulding a fluid settable material |
US5169652A (en) * | 1991-08-20 | 1992-12-08 | Del Monte Ernest J | Molding machine |
US5573348A (en) * | 1991-09-11 | 1996-11-12 | Morgan; J. P. Pat | Structural members |
US6086349A (en) * | 1992-05-26 | 2000-07-11 | Del Monte; Ernest J. | Variable wall concrete molding machine |
US6395213B1 (en) | 1999-06-24 | 2002-05-28 | Alma L. Staskiewicz | Apparatus and method for producing cast concrete articles |
-
2006
- 2006-11-15 EP EP06023710.4A patent/EP1923185B1/en not_active Not-in-force
-
2007
- 2007-04-23 DE DE102007019406A patent/DE102007019406A1/en not_active Withdrawn
- 2007-11-13 WO PCT/EP2007/009799 patent/WO2008058702A2/en active Application Filing
- 2007-11-13 EP EP07846564A patent/EP2083977B1/en not_active Not-in-force
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP3572198A1 (en) | 2018-05-24 | 2019-11-27 | RATEC Maschinenentwicklungs- und Verwaltungs-GmbH | Formwork core for a formwork system for the concreting of a bell body |
RU205206U1 (en) * | 2020-07-23 | 2021-07-02 | Открытое акционерное общество "Дзержинский экспериментально-механический завод" | PLANT FOR MANUFACTURING VOLUME CONSTRUCTION CONCRETE CONCRETE BLOCKS |
Also Published As
Publication number | Publication date |
---|---|
EP1923185A1 (en) | 2008-05-21 |
EP2083977B1 (en) | 2012-08-01 |
DE102007019406A1 (en) | 2008-05-29 |
WO2008058702A2 (en) | 2008-05-22 |
WO2008058702A3 (en) | 2008-07-31 |
EP2083977A2 (en) | 2009-08-05 |
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