DE102006049037A1 - Shuttering system for cement coating of walls (1) of tanks for holding media which attack cement comprises inner and outer shuttering attached to support carrying reel of protective sheet which is unrolled between inner shuttering and wall - Google Patents
Shuttering system for cement coating of walls (1) of tanks for holding media which attack cement comprises inner and outer shuttering attached to support carrying reel of protective sheet which is unrolled between inner shuttering and wall Download PDFInfo
- Publication number
- DE102006049037A1 DE102006049037A1 DE200610049037 DE102006049037A DE102006049037A1 DE 102006049037 A1 DE102006049037 A1 DE 102006049037A1 DE 200610049037 DE200610049037 DE 200610049037 DE 102006049037 A DE102006049037 A DE 102006049037A DE 102006049037 A1 DE102006049037 A1 DE 102006049037A1
- Authority
- DE
- Germany
- Prior art keywords
- wall
- formwork
- concrete
- shuttering
- yoke
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- 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
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/22—Sliding forms raised continuously or step-by-step and being in contact with the poured concrete during raising and which are not anchored in the hardened concrete; Arrangements of lifting means therefor
-
- 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
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/22—Sliding forms raised continuously or step-by-step and being in contact with the poured concrete during raising and which are not anchored in the hardened concrete; Arrangements of lifting means therefor
- E04G11/24—Construction of lifting jacks or climbing rods for sliding forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G9/00—Forming or shuttering elements for general use
- E04G9/10—Forming or shuttering elements for general use with additional peculiarities such as surface shaping, insulating or heating, permeability to water or air
Abstract
Description
Die Erfindung betrifft eine Schalung zum Betonieren einer Wand eines Behälters zur Aufnahme eines gegenüber Beton aggressiven Mediums, mit einer inneren und einer äußeren Schalhaut zur Ausbildung einer Innen- und Außenschalung der Wand, von denen zumindest die innere Schalhaut von Trageinheiten gehalten ist, welche im Laufe des Betonierens der Wand über die Höhe der Wand anhebbar sind, wobei beim Betonieren der Wand eine Betonschutzfolie an der Innenseite der Wand befestigbar ist.The The invention relates to a formwork for concreting a wall of a container to accommodate one opposite Concrete of aggressive medium, with an inner and an outer shell for the formation of an internal and external formwork of the wall, of which at least the inner skin of support units is held, which be raised in the course of concreting the wall over the height of the wall, wherein when concreting the wall a concrete protective film on the inside the wall is attachable.
Bei betonierten Behältern, die zur Aufnahme eines gegenüber Beton aggressiven Mediums dienen, beispielsweise bei Fermentern (= Reaktoren) von Biogasanlagen, muss die innere Oberfläche des Betons gegen den Angriff des Mediums geschützt werden. Hierzu werden herkömmlicherweise Betonschutzfolien eingesetzt, welche auf der Angriffseite des Mediums gummiert sind und an der gegenüberliegenden Seite abstehende Fasern oder Schlaufen aufweisen. Zum Schutz der Bodenplatte des Behälters werden die Folien nachträglich auf die Bodenplatte aufgelegt und miteinander verbunden. Zum Schutz der Innenseite der Decke des Behälters wird die Betonschutzfolie auf die Deckenschalung aufgelegt. Beim Aufgießen des Betons kommt es zu einer stoffschlüssigen Verbindung des Betons mit der Folie, wodurch diese an der Decke hält. Die Wände des Behälters werden üblicherweise mit Hilfe einer Kletterschalung ausgebildet. Hierbei wird die Schalung mittels in den bereits fertiggestellten Teil der Wand einbetonierten Ankern an der Wand befestigt. Um die zuerst angebrachte Innenschalung wird eine horizontale Bahn der Betonschutzfolie gewickelt, ausgerichtet, gespannt und befestigt. In der Folge wird die Bewehrung montiert und die Außenschalung gestellt. Es folgt das Einfüllen des Betons, wobei dieser in die Fasern bzw. Schlaufen der Betonschutzfolie eindringt und die stoffschlüssige Verbindung mit dieser hergestellt wird. Für den nächsten Betonierschritt wird die Innenschalung hinaufgesetzt und die Fertigungsschritte wiederholen sich in der beschriebenen Weise. Es werden dadurch bei der Herstellung der Wand sukzessive horizontal verlaufende Folienbahnen über die Höhe der Wand an deren Innenseite angebracht, wobei übereinanderliegende Folienbahnen mit ihren Längsrändern überlappen. Diese überlappenden Längsränder werden in der Folge miteinander verbunden, beispielsweise durch Verkleben oder Verschweißen.at concrete containers, the opposite to take one Concrete aggressive medium serve, for example in fermenters (= Reactors) of biogas plants, must be the inner surface of the concrete be protected against the attack of the medium. For this purpose, conventionally Concrete protection films used, which on the attack side of the medium are rubberized and on the opposite Side projecting fibers or loops. To protect the Bottom plate of the container The slides are retrospective placed on the bottom plate and connected to each other. For protection the inside of the ceiling of the container The concrete protection film is placed on the slab formwork. At the brew of the concrete, it comes to a cohesive connection of the concrete with the foil, which keeps it on the ceiling. The walls of the container usually become formed with the help of a climbing formwork. Here, the formwork is using in the already completed part of the wall anchors anchored attached to the wall. To be the first installed inner formwork a horizontal sheet of concrete protection film wrapped, aligned, cocked and fastened. Subsequently, the reinforcement is mounted and the outer formwork posed. It follows the filling of the concrete, taking this into the fibers or loops of the concrete protection film penetrates and the cohesive Connection is made with this. For the next concreting step becomes set the inner formwork up and repeat the production steps in the way described. It will thereby in the production the wall successively horizontally extending film webs over the height of Wall mounted on the inside, wherein superimposed film webs with overlap their longitudinal edges. These overlapping Be longitudinal edges connected in sequence, for example by gluing or welding.
Nachteilig an dieser Art der Herstellung der mit der Betonschutzfolie verkleideten Wand ist der relativ hohe zusätzliche Aufwand für die Anbringung der Betonschutzfolie.adversely at this type of production of the covered with the concrete protective film Wall is the relatively high additional Effort for the attachment of the concrete protection film.
Aufgabe der Erfindung ist es, eine Schalung der eingangs genannten Art bereitzustellen, mit der die innere Verkleidung der Wand mit einer Betonschutzfolie vereinfacht wird. Erfindungsgemäß gelingt dies durch eine Schalung mit den Merkmalen des Anspruchs 1.task The invention is to provide a formwork of the type mentioned, with the inner lining of the wall with a concrete protection film is simplified. According to the invention succeeds this by a formwork with the features of claim 1.
Mit der erfindungsgemäßen Schalung können vertikal ausgerichtete Bahnen der Betonschutzfolie bei der Herstellung der Wand an dieser angebracht werden. Diese Bahnen werden von Folienrollen abgewickelt, die mittels Abwickelvorrichtungen der Trageinheiten der Schalung um horizon tale Achsen drehbar gelagert sind. Der Aufwand zur Anbringung der Betonschutzfolie kann auf diese Weise insgesamt wesentlich verringert werden.With the formwork according to the invention can vertically oriented webs of the concrete protection film during production the wall can be attached to this. These webs are made of film rolls unwound by means of unwinding the carrying units the formwork are rotatably mounted around horizon tal axes. The effort for attaching the concrete protection film can in this way total be significantly reduced.
In einer bevorzugten Ausführungsform der Erfindung ist die Schalung in Form einer Gleitschalung ausgebildet. Die entlang der herzustellenden Wand im Abstand nebeneinander angeordneten Trageinheiten sind somit in Form von Gleitschalungsböcken ausgebildet, welche das obere Ende des bereits betonierten Abschnitts der Wand übergreifen und innerhalb und außerhalb der Wand liegende Innen- und Außenschenkel aufweisen. An diesen Innen- und Außenschenkeln ist die Schalhaut der Innen- und Außenschalung angebracht. Die Gleitschalungsböcke können mittels an ihnen angebrachten Gleitschalungshebern entlang von Kletterstangen hinaufgefahren werden, wie dies bei Gleitschalungen bekannt und üblich ist.In a preferred embodiment the invention, the formwork is designed in the form of a slip formwork. The arranged along the wall to be produced at a distance next to each other Carrying units are thus designed in the form of Gleitschalungsböcken, which overlap the upper end of the already concreted portion of the wall and inside and outside the inner and outer thighs lying on the wall exhibit. On these inner and outer thighs is the formwork the inner and outer formwork appropriate. The sliding shutter blocks can by means of attached to them Gleitschalungshebern along climbing poles be driven up, as is known and customary in slipforms.
Andere Ausbildungsformen einer erfindungsgemäßen Schalung, bei der entlang der herzustellenden Wand angeordnete Trageinheiten im Laufe des Betonierens der Wand hinauffahrbar sind, um die an diesen Trageinheiten angebrachte Schalhaut kontinuierlich oder schrittweise hinaufzusetzen, sind denkbar und möglich. Beispielsweise könnte die Schalung auch in Form einer Kletterschalung ausgebildet sein. Die Trageinheiten könnten hierbei entlang von Schienen, die am bereits betonierten Abschnitt der Wand an dieser festgelegt sind, mittels Schreitantrieben hinaufgefahren werden, wobei der an der jeweiligen Trageinheit befestigte Abschnitt der Schalhaut zusammen mit dieser hinaufgefahren wird. Auch könnte nur die Innenschalung mit über die Höhe der Wand anhebbaren Trägereinheiten ausgebildet sein und die Außenschalung der Wand könnte in einer anderen Weise ausgebildet sein, z.B. auch von einer über die Höhe der Wand durchgehenden Schalung gebildet werden.Other Forms of formation of a formwork according to the invention, in the along the carrying wall arranged carrying units in the course of concreting can be moved up the wall to those attached to these support units It is conceivable to raise shuttering skin continuously or gradually and possible. For example, could the formwork also be designed in the form of climbing formwork. The carrying units could here along rails, which at the already concreted section of the Wall are fixed to this, raised by means of walking drives be, with the attached to the respective support unit section the formwork is raised together with this. Also could only the inner formwork with over the height the wall liftable carrier units be formed and the outer formwork the wall could be formed in another way, e.g. also from one over the height of Wall continuous formwork are formed.
Vorzugsweise weist eine jeweilige Abwickelvorrichtung eine um die horizontale Achse drehbar gelagerte Rollenhalterung auf, wobei günstigerweise mittels einer Bremse der Drehwiderstand der Rollenhalterung veränderbar ist. Es kann dadurch eine gewünschte Spannung der Folienbahnen erreicht werden.Preferably has a respective unwinding a to the horizontal Axially rotatably mounted roller mount, wherein conveniently by means of a brake, the rotational resistance of the roll holder changeable is. It can thereby a desired Tension of the film webs can be achieved.
Weitere Vorteile und Einzelheiten der Erfindung werden im Folgenden anhand der beiliegenden Zeichnung erläutert. In dieser zeigen:Further Advantages and details of the invention are described below explained in the accompanying drawings. In this show:
Ein
Ausführungsbeispiel
einer erfindungsgemäßen Schalung
ist in den Figuren dargestellt. Die Schalung dient zum Betonieren
einer Wand
Die
Innenschenkel
An
den Trageinheiten
Um
in einfacher Weise ein definiertes Hinauffahren der Trageinheiten
Die
Schalung ist mit Abwickelvorrichtungen
Die
Bahnen
Die
Betonschutzfolie
Die
Abwickelvorrichtungen weisen jeweils von zwei benachbarten Trageinheiten
Die
Folienrollen
Vorzugsweise
sind Bremsen zur Beeinflussung des Drehwiderstandes der Rollenhalterungen vorhanden.
Im gezeigten Ausführungsbeispiel
werden diese von Schrauben
In
Längsrichtung
der Wand
Zur
Führung
der Bahnen
Die
Joche
Das
Joch
Der
Gleitschalungsheber
Eine
Anbringung des Gleitschalungshebers
Zur
Durchführung
von Arbeiten sind am Innenschenkel
Beim
Betonieren der Wand werden alle Bewehrungsarbeiten von der außenliegenden
Arbeitsplattform
Zum
Betonieren der Wand werden die Trageinheiten
- 11
- Wandwall
- 22
- Trageinheitsupport unit
- 33
- Innenschenkelinner thighs
- 44
- Außenschenkelouter leg
- 55
- Jochyoke
- 66
- innere Schalhautinner scarf skin
- 77
- äußere Schalhautouter formwork
- 88th
- Gurtbelt
- 99
- GleitschalungsheberGleitschalungsheber
- 1010
- KletterstangeMonkey Bars
- 1111
- Gestängelinkage
- 1212
- Abwickelvorrichtungunwinding
- 1313
- Folienrollefilm roll
- 1414
- horizontale Achsehorizontal axis
- 1515
- Bahntrain
- 1616
- BetonschutzfolieConcrete protective film
- 1717
- Schlaufeloop
- 1818
- Lagerteilbearing part
- 1919
- Nabehub
- 2020
- Randscheibeedge disc
- 2121
- Achsstangeaxle rod
- 2222
- Schraubescrew
- 2323
- FührungsstabCorporate Office
- 2424
- Führungsschlitzguide slot
- 2525
- Führungsschlitzguide slot
- 2626
- Platteplate
- 2727
- Platteplate
- 2828
- Klemmschraubeclamping screw
- 2929
- Innenschwertinterior sword
- 3030
- Außenschwertoutside sword
- 3131
- Verbindungsstückjoint
- 3232
- Fußplattefootplate
- 3333
- Arbeitsplattformworking platform
- 3434
- Arbeitsplattformworking platform
- 3535
- Ablagefiling
Claims (14)
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE200610049037 DE102006049037A1 (en) | 2006-10-13 | 2006-10-13 | Shuttering system for cement coating of walls (1) of tanks for holding media which attack cement comprises inner and outer shuttering attached to support carrying reel of protective sheet which is unrolled between inner shuttering and wall |
AT15072007A AT504303B1 (en) | 2006-10-13 | 2007-09-25 | FORMWORK FOR CONCRETING A WALL OF A CONTAINER |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE200610049037 DE102006049037A1 (en) | 2006-10-13 | 2006-10-13 | Shuttering system for cement coating of walls (1) of tanks for holding media which attack cement comprises inner and outer shuttering attached to support carrying reel of protective sheet which is unrolled between inner shuttering and wall |
Publications (1)
Publication Number | Publication Date |
---|---|
DE102006049037A1 true DE102006049037A1 (en) | 2008-04-24 |
Family
ID=39198356
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE200610049037 Withdrawn DE102006049037A1 (en) | 2006-10-13 | 2006-10-13 | Shuttering system for cement coating of walls (1) of tanks for holding media which attack cement comprises inner and outer shuttering attached to support carrying reel of protective sheet which is unrolled between inner shuttering and wall |
Country Status (2)
Country | Link |
---|---|
AT (1) | AT504303B1 (en) |
DE (1) | DE102006049037A1 (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2010047601A1 (en) * | 2008-10-24 | 2010-04-29 | Beton As | Improved method and apparatus for slip forming a concrete structure with steel membrane |
WO2012044174A1 (en) * | 2010-10-01 | 2012-04-05 | Kvaerner Engineering As | Slip formed concrete structure |
JP2015001139A (en) * | 2013-06-18 | 2015-01-05 | 鹿島建設株式会社 | Mobile formwork and construction method of concrete structure |
RU2685586C1 (en) * | 2017-10-23 | 2019-04-22 | Николае Попеску | Method for erection of constructive elements of building/construction from monolithic concrete and technological equipment for implementation thereof (invention group, options) |
CN111719845A (en) * | 2020-06-29 | 2020-09-29 | 中国化学工程第十一建设有限公司 | Three-connected silo slip form construction method |
DE102021100228A1 (en) | 2021-01-08 | 2022-07-14 | Hubertus Dietrich Winter von Adlersflügel | Device and method for the production of a solid, load-bearing construction from a hardening building material as well as recess formwork system, reinforcement mat and fastening element |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102016205956A1 (en) * | 2016-04-08 | 2017-10-12 | Peri Gmbh | Self-climbing system, self-climbing unit and method for implementing such a self-climbing unit on a concrete structure |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE198930C (en) * | 1907-05-21 | |||
DE2215959A1 (en) * | 1972-04-01 | 1973-10-04 | Wayss & Freytag Ag | DEVICE FOR THE PRODUCTION OF CONCRETE AND REINFORCED CONCRETE WALLS IN SLIDING FORM DESIGN FOR INCREASED OR CONTINUOUS CHANGE IN WALL THICKNESS FOR VERTICAL AND SLIGHTLY INCLINED WALLS |
DE2948255A1 (en) * | 1979-11-30 | 1981-06-04 | Philipp Holzmann Ag, 6000 Frankfurt | METHOD FOR PROTECTING THE SURFACES OF CONCRETE CONSTRUCTIONS, AND SEALING ELEMENT FOR CARRYING OUT THIS METHOD |
DE10243246A1 (en) * | 2002-09-17 | 2004-04-01 | Max Frank Gmbh & Co. Kg | Shuttering unit with a plate and a sheeting material for casting a concrete body comprises means for supply of the sheeting material |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SU798262A1 (en) * | 1979-03-21 | 1981-01-23 | Донецкий Проектный И Научно-Иссле-Довательский Институт "Промстрой-Ниипроект" | Horizontally sliding form |
-
2006
- 2006-10-13 DE DE200610049037 patent/DE102006049037A1/en not_active Withdrawn
-
2007
- 2007-09-25 AT AT15072007A patent/AT504303B1/en not_active IP Right Cessation
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE198930C (en) * | 1907-05-21 | |||
DE2215959A1 (en) * | 1972-04-01 | 1973-10-04 | Wayss & Freytag Ag | DEVICE FOR THE PRODUCTION OF CONCRETE AND REINFORCED CONCRETE WALLS IN SLIDING FORM DESIGN FOR INCREASED OR CONTINUOUS CHANGE IN WALL THICKNESS FOR VERTICAL AND SLIGHTLY INCLINED WALLS |
DE2948255A1 (en) * | 1979-11-30 | 1981-06-04 | Philipp Holzmann Ag, 6000 Frankfurt | METHOD FOR PROTECTING THE SURFACES OF CONCRETE CONSTRUCTIONS, AND SEALING ELEMENT FOR CARRYING OUT THIS METHOD |
DE10243246A1 (en) * | 2002-09-17 | 2004-04-01 | Max Frank Gmbh & Co. Kg | Shuttering unit with a plate and a sheeting material for casting a concrete body comprises means for supply of the sheeting material |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2010047601A1 (en) * | 2008-10-24 | 2010-04-29 | Beton As | Improved method and apparatus for slip forming a concrete structure with steel membrane |
WO2012044174A1 (en) * | 2010-10-01 | 2012-04-05 | Kvaerner Engineering As | Slip formed concrete structure |
NO335062B1 (en) * | 2010-10-01 | 2014-09-01 | Kværner Concrete Solutions As | Sliding cast concrete structure, as well as the method and application of such a concrete structure. |
EA034111B1 (en) * | 2010-10-01 | 2019-12-27 | Кваернер Ас | Method of building a concrete structure intended for use in ice-filled water bodies |
JP2015001139A (en) * | 2013-06-18 | 2015-01-05 | 鹿島建設株式会社 | Mobile formwork and construction method of concrete structure |
RU2685586C1 (en) * | 2017-10-23 | 2019-04-22 | Николае Попеску | Method for erection of constructive elements of building/construction from monolithic concrete and technological equipment for implementation thereof (invention group, options) |
CN111719845A (en) * | 2020-06-29 | 2020-09-29 | 中国化学工程第十一建设有限公司 | Three-connected silo slip form construction method |
DE102021100228A1 (en) | 2021-01-08 | 2022-07-14 | Hubertus Dietrich Winter von Adlersflügel | Device and method for the production of a solid, load-bearing construction from a hardening building material as well as recess formwork system, reinforcement mat and fastening element |
Also Published As
Publication number | Publication date |
---|---|
AT504303A2 (en) | 2008-04-15 |
AT504303A3 (en) | 2008-10-15 |
AT504303B1 (en) | 2009-03-15 |
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OP8 | Request for examination as to paragraph 44 patent law | ||
R016 | Response to examination communication | ||
R119 | Application deemed withdrawn, or ip right lapsed, due to non-payment of renewal fee |