EP0807728A2 - Formwork for making concrete columns - Google Patents
Formwork for making concrete columns Download PDFInfo
- Publication number
- EP0807728A2 EP0807728A2 EP97106129A EP97106129A EP0807728A2 EP 0807728 A2 EP0807728 A2 EP 0807728A2 EP 97106129 A EP97106129 A EP 97106129A EP 97106129 A EP97106129 A EP 97106129A EP 0807728 A2 EP0807728 A2 EP 0807728A2
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- Prior art keywords
- formwork
- lugs
- units
- round
- longitudinal direction
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- 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.)
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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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
- E04G13/021—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor for circular columns
Definitions
- the invention relates to a formwork for the production of round concrete columns, wherein one or more formwork units are pressed together to form a rigid hollow body and sealed.
- round concrete columns were mostly carried out using wooden formwork consisting of individual slats, which were attached to wreaths and assembled in a complex process and secured against the high pressures.
- Another common process using round formwork parts made of sheet steel elements is for small quantities or uneconomical for special connecting structures.
- the use of one-way formwork for round concrete columns is particularly widespread, for example a sheet metal tube which is folded together from a spirally wound sheet metal strip. After removing the metal strip, an impression remains in the concrete, which can only be removed in a post-treatment by plastering or filling.
- Another common method is the so-called cardboard formwork, the use of which for large quantities is uneconomical and is therefore not responsible, especially from an ecological point of view.
- connection arrangement is described, two adjacent formwork elements, in particular a circular formwork, being connected to one another in such a way that both parts are butted against one another without overlap and without folds, and are held together by the connection elements will.
- the formwork elements With the large pressure development that occurs at the joints of the formwork during concreting, the formwork elements are deformed between the connecting elements, so that joints are created through which the concrete can escape.
- the two formwork elements are not continuously secured against displacement due to the lack of toothing, so that they behave unstably, with the result that the two formwork elements yield in an uneven manner.
- Another disadvantage is. that the connection arrangement can be moved continuously like a hinge to one side and is therefore unstable. As a result, in addition to the joints already mentioned, bumps on the joint also occur.
- the formwork according to the invention has the task of eliminating the aforementioned deficiencies, the formwork units (1) being connected and sealed to one another in a simple manner to form a dimensionally stable hollow body. This object is achieved by the features listed in patent claims 1 and 2.
- the essential components are several wedge-shaped lugs (3) that belong together in pairs and are firmly connected to the abutting formwork units (1), which are mirror-symmetrically shaped and complement each other complementary to one another, but to the adjacent lugs (3) that belong together above and below. are horizontally offset.
- the two sides therefore connect to form a firmly connected unit with a predetermined shape based on the formwork diameter.
- the three mutually separate joints (7) consisting of the inner joint (7) of the formwork units (1), the circular surface (6) offset by 90 ° and the outer joint (7), in turn offset by 90 °, between the two approaches ( 3) result in a high degree of tightness in addition to the anchoring, since the connection from the inside to the outside is prevented by changing the direction three times. This is one of the most important criteria of the formwork according to the invention.
- the two wedge-shaped lugs (3) belonging together and arranged in pairs serve as guides (8) for the clamp (2) and are held together by them in pairs.
- the central offset (10) of the clip (2) is of crucial importance. This must be dimensioned and shaped so that the two inner surfaces (4) of the bracket (2) are tangential to the circular line (5) of the formwork unit (1).
- the two subsequent formwork units (1) also connect tangentially and stress-free to both lugs (3) and an exact circular line ( 5) form.
- the two pairs of approaches (3) are not only pressed together by the clip (2), but at the same time they are pressed onto the inner surfaces (4) of the cranked clip (2) and brought into the position assigned to the respective formwork diameter.
- a rod (9) welded onto the crank (10) is used for assembly in order to be able to strike the clamp (2) downwards or upwards.
- the angle (11) of the wedge-shaped bracket (2) is identical to the angle (11) of the wedge-shaped lugs (3), so that when the bracket (2) is moved longitudinally, the entire length of the two legs (13) always lies.
- the angle (11) of the two opposite lugs (3) is dimensioned such that the clamp (2) can be placed or removed in the de-energized state, but receives the guide (8) in the event of longitudinal displacement and is under tension. Since the vertical toothing (15) makes it impossible to move to either side, the paired approaches (3) are always exactly in position as a mirror image of one another. It is thus ensured that the joint (7) of the formwork units (1) is alternately but continuously covered over the entire height of the formwork by the shoulders (3), which causes the formwork to be watertight.
- the formwork according to the invention is assembled in such a way that when the formwork units (1) are joined together, the lugs (3) are necessarily in the correct position, the clamps (2) can be pushed onto the lugs (3), and by longitudinal displacement downwards Tension. When loosening the formwork, the clamps (2) are pushed back upwards and removed so that the formwork can be disassembled without tension.
- a sleeve (18) which is secured against vertical displacement by bases (19), these parts with lugs (3) and brackets (2) or with screws or with another Jig are held together, and can be equipped with tabs for fastening the formwork support.
- a sleeve (18) can be attached at any point on the formwork.
- sheet steel instead of sheet steel, another material, for example fiberglass, wood fiber cardboard, etc., can be used for the formwork units (1).
- Sheet steel can be riveted and glued or welded, whereas if another material is used for the formwork units (1), it is necessary for them to be edged and glued to the joints (7).
- U-rails are provided, on the legs of which the lugs (3) are welded.
- the formwork units (1) are pressed into the U-profile using adhesive. It is advisable to cover the inside of the formwork units (1), since on the one hand the material thickness of the U-rails (14) is compensated for, and on the other hand the concrete does not come into contact with the formwork units (1), especially if it does is an absorbent or rough material such as wood fiber cardboard.
- the formwork can also be used in the same way for the production of conical round columns, conical column bases or conical column heads (coves). Any other use as a silo, round container, round duct or sheet metal cladding is also possible.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
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- Civil Engineering (AREA)
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Die Erfindung richtet sich auf eine Schalung zur Herstellung von Betonrundsäulen. Diese besteht aus einer oder mehreren Schalungseinheiten (1), welche zu einem formbeständigen Hohlkörper zusammengepreßt und abgedichtet werden. Wesentliche Bestandteile sind die an den Stößen (7) der Schalungseinheiten (1) mit diesen fest verbundenen, paarweisen keilförmigen Ansätze (3) welche in Längsrichtung der Schalung abwechselnd versetzt sind, sowie einer keilförmigen in Längsrichtung der Schalung verschiebbaren Klammer (2), welche von den Ansätzen (3) geführt wird, und beide Teile zusammenpreßt, wobei gleichzeitig die beiden Ansätze (3) an die Innenflächen (4) der Klammer (2) angedrückt werden und somit eine vom Durchmesser der Schalung abhängige tangentiale Position einnehmen und gleichzeitig eine fest verbundene Einheit bilden, wobei der Stoß (7) der Schalungseinheiten (1) von den Ansätzen (3) überdeckt wird, so daß von innen nach außen keine direkte Verbindung besteht. The invention is directed to formwork for the production of round concrete columns. This consists of one or more formwork units (1), which are pressed together to form a dimensionally stable hollow body and sealed. The essential components are the wedges (7) of the formwork units (1), which are firmly connected to the joints (7) of the formwork units (3) and which are alternately offset in the longitudinal direction of the formwork, and a wedge-shaped clamp (2) which can be displaced in the longitudinal direction of the formwork the lugs (3) is guided, and presses both parts together, while the two lugs (3) are pressed against the inner surfaces (4) of the bracket (2) and thus assume a tangential position dependent on the diameter of the formwork and at the same time assume a firmly connected position Form a unit, the joint (7) of the formwork units (1) being covered by the shoulders (3) so that there is no direct connection from the inside to the outside.
Description
Die Erfindung richtet sich auf eine Schalung für die Herstellung von Betonrundsäulen, wobei eine oder mehrere Schalungseinheiten zu einem starren Hohlkörper zusammengepreßt und abgedichtet werden.The invention relates to a formwork for the production of round concrete columns, wherein one or more formwork units are pressed together to form a rigid hollow body and sealed.
Die Herstellung von Betonrundsäulen erfolgte in der Vergangenheit meistens mittels einer Holzverschalung, bestehend aus einzelnen Latten, welche auf Kränzen befestigt wurden und in einem aufwendigen Verfahren zusammengesetzt und gegen die hohen Drücke abgesichert wurden.Ein anderes gängiges Verfahren unter Verwendung von runden Schalungsteilen aus Stahlblechelementen ist für geringe Stückzahlen oder für besondere Anschlußbaukörper unwirtschaftlich. Besonders verbreitet ist die Verwendung von Einwegschalungen für Betonrundsäulen, beispielsweise ein Blechrohr, welches aus einem spiralförmig gewickelten Blechstreifen zusammengefalzt ist. Nach dem Entfernen des Blechstreifens verbleibt ein Abdruck im Beton, welcher nur in einer Nachbehandlung durch Verputzen oder Verspachteln entfernt werden kann. Ein weiteres verbreitetes Verfahren sind die sogenannten Pappschalungen, deren Einsatz für größere Stückzahlen unwirtschaftlich ist und daher insbesondere unter ökologischen Gesichtspunkten nicht zu vertreten ist.In the past, the production of round concrete columns was mostly carried out using wooden formwork consisting of individual slats, which were attached to wreaths and assembled in a complex process and secured against the high pressures. Another common process using round formwork parts made of sheet steel elements is for small quantities or uneconomical for special connecting structures. The use of one-way formwork for round concrete columns is particularly widespread, for example a sheet metal tube which is folded together from a spirally wound sheet metal strip. After removing the metal strip, an impression remains in the concrete, which can only be removed in a post-treatment by plastering or filling. Another common method is the so-called cardboard formwork, the use of which for large quantities is uneconomical and is therefore not responsible, especially from an ecological point of view.
Gemäß der Patentschrift Nr.: AT 393 704 B Republik Österreich wird eine Verbindungsanordnung beschrieben, wobei zwei benachbarte Schalungselemente, insbesondere eine Rundschalung in der Weise miteinander verbunden werden, daß beide Teile stumpf ohne Überdeckung und ohne Falzung aneinander gestoßen werden, und durch die Verbindungselemente zusammengehalten werden. Bei der großen Druckentwicklung, die beim Betonieren an den Stoßstellen der Schalung auftritt, kommt es zu Deformierungen der Schalungselemente zwischen den Verbindungselementen, so daß Fugen entstehen, durch welche hindurch der Beton austreten kann. Hinzu kommt, daß die beiden Schalungselemente aufgrund fehlender Verzahnung nicht durchgehend gegen Verschiebung abgesichert sind, so daß diese sich instabil verhalten, was zur Folge hat, daß die beiden Schalungselemente in ungleicher Weise nachgeben . Ein weiterer Nachteil ist. daß sich die Verbindungsanordnung durchgehend wie ein Scharnier nach einer Seite bewegen läßt und demzufolge instabil ist. Dadurch treten neben den bereits erwähnten Fugen auch Unebenheiten am Stoß auf.According to the patent specification: AT 393 704 B Republic of Austria, a connection arrangement is described, two adjacent formwork elements, in particular a circular formwork, being connected to one another in such a way that both parts are butted against one another without overlap and without folds, and are held together by the connection elements will. With the large pressure development that occurs at the joints of the formwork during concreting, the formwork elements are deformed between the connecting elements, so that joints are created through which the concrete can escape. In addition, the two formwork elements are not continuously secured against displacement due to the lack of toothing, so that they behave unstably, with the result that the two formwork elements yield in an uneven manner. Another disadvantage is. that the connection arrangement can be moved continuously like a hinge to one side and is therefore unstable. As a result, in addition to the joints already mentioned, bumps on the joint also occur.
Die erfindungsgemäße Schalung hat die Aufgabe, die vorgenannten Mängel zu beseitigen, wobei auf eine einfache Weise die Schalungseinheiten (1) miteinander zu einem formbeständigen Hohlkörper verbunden und abgedichtet werden. Diese Aufgabe wird durch die im Patentanspruch 1 und 2 aufgeführten Merkmale gelöst.The formwork according to the invention has the task of eliminating the aforementioned deficiencies, the formwork units (1) being connected and sealed to one another in a simple manner to form a dimensionally stable hollow body. This object is achieved by the features listed in
Wesentliche Bestandteile sind dabei mehrere paarweise zusammengehörige, mit den aneinanderstoßenden Schalungseinheiten (1) fest verbundene, keilförmigen Ansätze (3), welche spiegelsymmetrisch zueinander geformt sind und sich gegenseitig komplementär zueinander ergänzen, jedoch zu den benachbarten darüber- und darunterliegenden paarweise zusammengehörigen Ansätzen (3) waagrecht versetzt sind. Dies ergibt in Längsrichtung der Schalung eine durchgehende Verzahnung (15), wobei beide Schalungsteile reißverschlußartig ineinander verankert sind und wobei nach erfolgtem Zusammenpressen beider Stoßkanten ein Verschieben, Verwinden, Knicken oder Zerreißen der Verankerung nicht möglich ist. In besonderen Fällen kann jedoch auf diese so entstandene waagrechte Versetzung der Ansätze (3) verzichtet werden.The essential components are several wedge-shaped lugs (3) that belong together in pairs and are firmly connected to the abutting formwork units (1), which are mirror-symmetrically shaped and complement each other complementary to one another, but to the adjacent lugs (3) that belong together above and below. are horizontally offset. This results in a continuous toothing (15) in the longitudinal direction of the formwork, both formwork parts being anchored in a zipper-like manner and, after the two abutting edges have been pressed together, displacement, twisting, kinking or tearing of the anchoring is not possible. In special cases, however, this horizontal displacement of the lugs (3) can be dispensed with.
Nachdem die paarweise zusammengehörigen Ansätze (3) an die Innenseite (4) der gekröpften Klammer (2) angedrückt sind, befinden sich diese spannungslos so in Position, daß sie zusammen mit den anschließenden Schalungselementen (1) querschnittlich eine exakte Kreislinie (5) bilden, also tangential verlaufen. Die Bemessung der Kröpfung (10) der Klammer (2) steht in einer Abhängigkeit zum Durchmesser der Schalung, wobei mit zunehmendem Durchmesser der Schalung die Kröpfung (10) der Klammer (2) flacher wird. Erfindungsgemäß verbinden sich also die beiden Seiten zu einer fest verbundenen Einheit, mit einer vorbestimmten Formgebung bezogen auf den Schalungsdurchmesser. Die drei von einander getrennten Stöße (7), bestehend aus dem inneren Stoß (7) der Schalungseinheiten (1), der um 90° versetzten Kreisfläche (6) und dem wiederum um 90° versetzten äußeren Stoß (7) zwischen den beiden Ansätzen (3) bewirken außer der Verankerung ein hohes Maß an Dichtigkeit, da die Verbindung von innen nach außen durch eine dreimalige Richtungsänderung unterbunden wird. Dies ist eines der wichtigsten Kriterien der erfindungsgemäßen Schalung.After the paired lugs (3) are pressed against the inside (4) of the cranked bracket (2), they are in a position without tension so that together with the subsequent formwork elements (1) they form an exact circular line (5) in cross section, so run tangential. The dimensioning of the offset (10) of the clamp (2) is dependent on the diameter of the formwork, the offset (10) of the clamp (2) becoming flatter as the diameter of the formwork increases. According to the invention, the two sides therefore connect to form a firmly connected unit with a predetermined shape based on the formwork diameter. The three mutually separate joints (7), consisting of the inner joint (7) of the formwork units (1), the circular surface (6) offset by 90 ° and the outer joint (7), in turn offset by 90 °, between the two approaches ( 3) result in a high degree of tightness in addition to the anchoring, since the connection from the inside to the outside is prevented by changing the direction three times. This is one of the most important criteria of the formwork according to the invention.
Die beiden paarweise zusammengehörigen und paarweise angeordneten keilförmigen Ansätze (3) dienen als Führung (8) für die Klammer (2) und werden jeweils paarweise von ihr zusammengehalten. Um sicherzustellen, daß die in Längsrichtung der Säule verschiebbare Klammer (2) an den beiden Ansätzen (3) einen festen Halt hat, ist es notwendig, daß die beiden Schenkel (13) der Klammer (2), sowie die beiden Ansätze (3), welche in einem spitzen Winkel (11) zulaufen, unterschnitten sind. Eine entscheidende Bedeutung hat die mittig verlaufende Kröpfung (10) der Klammer (2). Diese muß so bemessen und geformt sein, daß die beiden Innenflächen (4) der Klammer (2) tangential zur Kreislinie (5) der Schalungseinheit (1) verlaufen.The two wedge-shaped lugs (3) belonging together and arranged in pairs serve as guides (8) for the clamp (2) and are held together by them in pairs. In order to ensure that the bracket (2), which can be moved in the longitudinal direction of the column, has a firm hold on the two lugs (3), it is necessary that the two legs (13) of the bracket (2) and the two lugs (3) which are tapered at an acute angle (11). The central offset (10) of the clip (2) is of crucial importance. This must be dimensioned and shaped so that the two inner surfaces (4) of the bracket (2) are tangential to the circular line (5) of the formwork unit (1).
Nachdem die paarweisen Ansätze (3) an den Innenflächen (4) der Klammer (2) tangential angedrückt sind, ist gewährleistet, daß sich die beiden anschließenden Schalungseinheiten (1) ebenfalls tangential und spannungslos an beiden Ansätzen (3) anschließen und eine exakte Kreislinie (5) bilden. Die beiden paarweisen Ansätze (3) werden also von der Klammer (2) nicht nur zusammengepreßt, sondern sie werden gleichzeitig auch auf die Innenflächen (4) der gekröpften Klammer (2) angedrückt und zwangsmäßig in die dem jeweiligen Schalungsdurchmesser zugeordnete Position gebracht. Ein auf der Kröpfung (10) aufgeschweißter Stab (9) dient der Montage, um die Klammer (2) nach unten oder nach oben schlagen zu können. Der Winkel (11) der keilförmigen Klammer (2) ist identisch mit dem Winkel (11) der keilförmigen Ansätze (3), so daß bei einer Längsverschiebung der Klammer (2) immer die ganze Länge der beiden Schenkel (13) aufliegt. Der Winkel (11) der beiden gegenüberliegenden Ansätze (3) ist so bemessen, daß im spannungslosen Zustand die Klammer (2) aufgesetzt oder entfernt werden kann, jedoch bei Längsverschiebung die Führung (8) erhält und auf Spannung kommt. Da durch die vertikale Verzahnung (15) nach keiner Seite hin eine Verschiebung möglich ist, sind die paarweisen Ansätze (3) spiegelbildlich zueinander immer exakt in Position. Es ist also gewährleistet, daß auf die gesamte Höhe der Schalung der Stoß (7) der Schalungseinheiten (1) von den Ansätzen (3) wechselweise, aber durchgehend überdeckt wird, wodurch die Dichtigkeit der Schalung bewirkt wird.After the paired lugs (3) on the inner surfaces (4) of the bracket (2) are pressed tangentially, it is ensured that the two subsequent formwork units (1) also connect tangentially and stress-free to both lugs (3) and an exact circular line ( 5) form. The two pairs of approaches (3) are not only pressed together by the clip (2), but at the same time they are pressed onto the inner surfaces (4) of the cranked clip (2) and brought into the position assigned to the respective formwork diameter. A rod (9) welded onto the crank (10) is used for assembly in order to be able to strike the clamp (2) downwards or upwards. The angle (11) of the wedge-shaped bracket (2) is identical to the angle (11) of the wedge-shaped lugs (3), so that when the bracket (2) is moved longitudinally, the entire length of the two legs (13) always lies. The angle (11) of the two opposite lugs (3) is dimensioned such that the clamp (2) can be placed or removed in the de-energized state, but receives the guide (8) in the event of longitudinal displacement and is under tension. Since the vertical toothing (15) makes it impossible to move to either side, the paired approaches (3) are always exactly in position as a mirror image of one another. It is thus ensured that the joint (7) of the formwork units (1) is alternately but continuously covered over the entire height of the formwork by the shoulders (3), which causes the formwork to be watertight.
In den Zeichnungen wird die erfindungsgemäße Schalung dargestellt und nachfolgend näher beschrieben.
- Fig.1
- zeigt eine Ansicht mit aufgeschobenen Klammern (2).
- Fig.2
- zeigt eine Ansicht der Schalung im losen Zustand ohne Klammern (2).
- Fig.3
- zeigt einen Querschnitt der Schalung im Bereich der Ansätze (3) mit aufgeschobener Klammer (2).
- Fig.4
- zeigt den Querschnitt der Schalung im Bereich der Ansätze (3) mit aufgeschobener Klammer (2), wobei die Schalungseinheiten (1) mit einer U-Schiene (14) eingefaßt sind.
- Fig.5
- zeigt eine Ansicht des in Fig.4 dargestellten Querschnitts der U-Schienen (14) und Ansätze (3) mit aufgeschobener Klammer (2).
- Fig.6
- zeigt eine Klammer im Querschnitt.
- Fig.7
- zeigt eine perspektivische Darstellung der Klammer (2).
- Fig.8
- zeigt eine perspektivische Darstellung einer Manschette (18) im geöffneten Zustand.
- Fig. 1
- shows a view with brackets pushed on (2).
- Fig. 2
- shows a view of the formwork in the loose state without brackets (2).
- Fig. 3
- shows a cross section of the formwork in the area of the approaches (3) with the clamp (2) pushed on.
- Fig. 4
- shows the cross-section of the formwork in the area of the approaches (3) with the clamp (2) pushed on, the formwork units (1) being edged with a U-rail (14).
- Fig. 5
- shows a view of the cross section shown in Figure 4 of the U-rails (14) and lugs (3) with the clamp (2) pushed on.
- Fig. 6
- shows a bracket in cross section.
- Fig. 7
- shows a perspective view of the clip (2).
- Fig. 8
- shows a perspective view of a cuff (18) in the open state.
Die Montage der erfindungsgemäßen Schalung geschieht in der Weise, daß bei zusammengefügten Schalungseinheiten (1) die Ansätze (3) zwangsmäßig in der richtigen Position sind, die Klammern (2) auf die Ansätze (3) aufgeschoben werden können, und durch Längsverschiebung nach unten auf Spannung gebracht werden. Beim Lösen der Schalung werden die Klammern (2) nach oben zurückgeschlagen und entfernt, so daß die Schalung spannungslos zerlegt werden kann.The formwork according to the invention is assembled in such a way that when the formwork units (1) are joined together, the lugs (3) are necessarily in the correct position, the clamps (2) can be pushed onto the lugs (3), and by longitudinal displacement downwards Tension. When loosening the formwork, the clamps (2) are pushed back upwards and removed so that the formwork can be disassembled without tension.
Bei einer Schalungsverlängerung werden die zu verbindenden Rohrenden oder Schalungsteile mit einer Manschette (18), die durch Sockel (19) gegen vertikale Verschiebung abgesichert ist, umspannt, diese Teile mit Ansätzen (3) und Klammern (2) oder mit Schrauben oder mit einer anderen Spannvorrichtung zusammengehalten werden, sowie mit Laschen für die Befestigung der Schalungsabstützung ausgestattet sein können. Um die Stabilität zu optimieren, kann an jeder beliebigen Stelle der Schalung eine Manschette (18) angebracht sein.In the case of a formwork extension, the pipe ends or formwork parts to be connected are covered with a sleeve (18) which is secured against vertical displacement by bases (19), these parts with lugs (3) and brackets (2) or with screws or with another Jig are held together, and can be equipped with tabs for fastening the formwork support. In order to optimize the stability, a sleeve (18) can be attached at any point on the formwork.
Anstelle von Stahlblech kann auch ein anderes Material, beispielsweise Fiberglas, Holzfaserpappe usw., für die Schalungseinheiten (1) verwendet werden. Stahlblech kann genietet und verklebt oder verschweißt werden, wohingegen es bei der Verwendung eines anderen Materials für die Schalungseinheiten (1) erforderlich ist, daß diese an den Stößen (7) eingefaßt und verklebt werden. Dafür sind U-Schienen vorgesehen, auf deren Schenkel die Ansätze (3) aufgeschweißt sind. In das U-Profil werden die Schalungseinheiten (1) unter Verwendung von Klebstoff eingepreßt. Es ist dabei zweckmäßig, die Innenseiten der Schalungseinheiten (1) zu verkleiden, da so einerseits die Materialstärke der U-Schienen (14) ausgeglichen wird, andererseits so der Beton mit den Schalungseinheiten (1) nicht in Berührung kommt, insbesondere dann, wenn es sich um ein saugfähiges oder rauhes Material wie beispielsweise Holzfaserpappe handelt.Instead of sheet steel, another material, for example fiberglass, wood fiber cardboard, etc., can be used for the formwork units (1). Sheet steel can be riveted and glued or welded, whereas if another material is used for the formwork units (1), it is necessary for them to be edged and glued to the joints (7). For this purpose, U-rails are provided, on the legs of which the lugs (3) are welded. The formwork units (1) are pressed into the U-profile using adhesive. It is advisable to cover the inside of the formwork units (1), since on the one hand the material thickness of the U-rails (14) is compensated for, and on the other hand the concrete does not come into contact with the formwork units (1), especially if it does is an absorbent or rough material such as wood fiber cardboard.
Außer zur Herstellung von zylindrischen Säulen kann die Schalung auch in gleicher Weise zur Herstellung von konischen Rundsäulen, konischen Säulenfüßen oder konischen Säulenköpfen (Vouten) verwendet werden. Auch eine anderweitige Verwendung als Silo, Rundbehälter, runder Luftschacht oder Blechverkleidung ist möglich.In addition to the production of cylindrical columns, the formwork can also be used in the same way for the production of conical round columns, conical column bases or conical column heads (coves). Any other use as a silo, round container, round duct or sheet metal cladding is also possible.
Claims (9)
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE19615062 | 1996-04-17 | ||
| DE1996115062 DE19615062C2 (en) | 1996-04-17 | 1996-04-17 | Formwork for the production of round concrete columns |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP0807728A2 true EP0807728A2 (en) | 1997-11-19 |
| EP0807728A3 EP0807728A3 (en) | 1998-04-15 |
Family
ID=7791466
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP97106129A Withdrawn EP0807728A3 (en) | 1996-04-17 | 1997-04-15 | Formwork for making concrete columns |
Country Status (2)
| Country | Link |
|---|---|
| EP (1) | EP0807728A3 (en) |
| DE (1) | DE19615062C2 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102006037677B4 (en) * | 2006-08-11 | 2010-02-25 | Oswald Knauer | Formwork and method for the production of concrete round columns |
| AU2018210246B2 (en) * | 2017-01-18 | 2023-08-17 | Create A Castle, LLC | Systems, devices, and methods for molding structures |
| US11408187B2 (en) * | 2017-01-18 | 2022-08-09 | Create A Castle, LLC | Mold systems having a separation tool for molding structures |
Family Cites Families (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1405934A (en) * | 1919-09-05 | 1922-02-07 | Olson Fridolf | Column mold |
| US1641927A (en) * | 1926-08-19 | 1927-09-06 | Frank J Gremel | Mold fastener |
| US2273109A (en) * | 1939-02-27 | 1942-02-17 | M G Shutte | Form for concrete footing |
| FR1270366A (en) * | 1960-10-14 | 1961-08-25 | Prefabricated structure and elements for its construction | |
| FR2274202A7 (en) * | 1974-05-14 | 1976-01-02 | Abate Robert | Connecting piece for shuttering - two U-shaped sections with V-shaped branch pieces and bolt |
| DE3013496A1 (en) * | 1980-04-08 | 1981-10-15 | Peri-Werk Artur Schwörer KG, 7912 Weißenhorn | Dual purpose wall and ceiling formwork system - has vertical girder with part between panels as part of form surface |
| AT393704B (en) * | 1982-06-29 | 1991-12-10 | Lehner Landwirtschaftsbau Ges | Connecting arrangement |
| FR2624174B1 (en) * | 1987-12-07 | 1990-05-04 | Mills Echafaudages | METAL BEAM, PARTICULARLY LIGHT METAL, IN PARTICULAR FOR FORMING FORMWORK PANELS |
| DE8902769U1 (en) * | 1989-03-07 | 1989-07-20 | Sundermann, Theodor, 4924 Barntrup | Turnbuckle for abutting plates or similar. |
| US5255888A (en) * | 1991-06-07 | 1993-10-26 | Deslauriers, Inc. | Concrete column form |
| DE4326310A1 (en) * | 1993-08-05 | 1995-02-09 | Oswald Knauer | Formwork for the production of round concrete columns |
-
1996
- 1996-04-17 DE DE1996115062 patent/DE19615062C2/en not_active Expired - Fee Related
-
1997
- 1997-04-15 EP EP97106129A patent/EP0807728A3/en not_active Withdrawn
Also Published As
| Publication number | Publication date |
|---|---|
| DE19615062C2 (en) | 1999-11-25 |
| EP0807728A3 (en) | 1998-04-15 |
| DE19615062A1 (en) | 1997-10-23 |
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