EP1889985A2 - Formwork and method for manufacturing concrete round columns - Google Patents

Formwork and method for manufacturing concrete round columns Download PDF

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Publication number
EP1889985A2
EP1889985A2 EP07015246A EP07015246A EP1889985A2 EP 1889985 A2 EP1889985 A2 EP 1889985A2 EP 07015246 A EP07015246 A EP 07015246A EP 07015246 A EP07015246 A EP 07015246A EP 1889985 A2 EP1889985 A2 EP 1889985A2
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EP
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Prior art keywords
column formwork
jacket
formwork according
wedge
closure
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Granted
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EP07015246A
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German (de)
French (fr)
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EP1889985A3 (en
EP1889985B1 (en
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Oswald Knauer
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Individual
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/02Falsework, 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
    • E04G13/021Falsework, 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 reusable formwork with a closure system for the production of concrete round columns of cylindrical or conical shape.
  • the formwork elements can be used only for a particular column diameter, whereby the cost of materials in the production of a series of different thickness columns is significantly increased.
  • the disadvantages also include the resulting higher transport and storage costs, as well as the relatively high purchase price.
  • Another possibility, which is very common today, to produce round columns are so-called "cardboard formworks".
  • the pipes are relatively light and can therefore be transported by hand. It is a disposable formwork, the use of which is sensible and economical for small quantities. For larger numbers and especially for large diameters, however, the use of these disposable formwork is a very expensive construction. Added to this are the high transport and storage costs due to the bulky dimensions and, not least, after the shredding of the pipes, the disposal of the cut formwork as special waste.
  • the formwork according to the invention consists of a shell (1) and a multi-part closure (2), wherein the shell (1) and closure (2) are two separate components.
  • the functionality of the closure results only by the structural design of the shell (1), wherein the closure (2) is used independently of the jacket diameter.
  • different coats (1) are required for different column diameters.
  • the identical component can be used as the closure (2).
  • the jacket (1) consists of a bent to form tube sheet of a material thickness of preferably 1 mm, which is parallel to the axial direction of the tube extending joints (11) over a folding width of preferably 15 mm and the longitudinal angle at an angle of preferably 135 ° angled and depending rolled to diameter round.
  • the cross section of a jacket (1) formed in this way can be seen in FIG.
  • the resulting edges (10) become the actual joints (11) of the jacket (1).
  • the multi-part closure serves to releasably connect these angled folds (3) of the jacket (1) with each other to a rigid and sealed tube.
  • the joint clip (5) is inserted in the loose state via the folds (3) resting against one another in their edges (10). This can be done from the side or from the top. Then, the loose clip (5) is pressed together by means of the lateral fixing screws (7), so that the edges (10) of the jacket (1) press against each other. The wedge (6) is now pushed along the side in the space provided and pressed with the locking screws (9) against the two-sided folds (3). This creates a positive and absolutely tight connection under high loads. The inserted wedge is additionally fixed relative to the jacket (1) or opposite the folds (9).
  • the connecting part (13) of the clip (5) in the screwed together state is mutually planar, so that the inner surface of the shell (1) is flush , As a result, a positive and pressed fitting connection of the shell (1) is achieved and the folds (3) sealed against each other.
  • such a closure unit described above can extend over the entire length of the jacket (1).
  • a plurality of shorter closure units are pushed one behind the other for reasons of handling.
  • the wedge (6) engages in the previous or following adjacent clamps (5), so that always the longitudinal ends of the wedges (6) by a clamp (5 ) are covered.
  • This system according to the invention of shuttering casing (1) and closure (2) can be extended to any desired heights.
  • a formwork extension at the joint (11), where the lower casing (1) and the casing (1 ') touch the extension, a round sheet-metal strip (12) surrounding the lower shell (1) and the upper shell (1 ') all around, and at both ends of the base (16) are fastened, which are screwed to the two legs (8) and the sheet metal strip ( 12) to tension.
  • a support bracket (14) is screwed at a corresponding height to the bracket (5), where in the holes provided (15), the two oblique supports are screwed.
  • the construction of the formwork can be done in various ways: When building the formwork on an already standing reinforcement, the jacket (1) is pushed laterally around the reinforcement around and the closure (2) or the juxtaposition of several closures from the side the jacket (1) mounted. Alternatively, the complete formwork with closure (2) can be mounted in the horizontal position and then slipped from above by crane over an existing reinforcement. When stripping the fixing screws (7) and the locking screws (9) on the clip (5) are loosened, so that the wedge (6) pulled out and the clip (5) can be removed laterally. The jacket is thus free and can be removed laterally from the finished column.
  • a particular advantage of the formwork over other systems is that with the use of this system of sheath (1) and multi-part closure (2), all the usual diameters and heights of formwork shells can be carried out with one and the same closure (2). In this case, the production of the shell (1) is possible without much effort, since only a rectangular sheet has to be cut, which is rolled to the intended diameter and provided on the longitudinal sides with suitable folds (3).
  • Another advantage that can be achieved with this formwork system is that not only cylindrical, but also conical columns can be produced on the same principle. Only the base area of the sheet metal to be rolled around to a casing (1) has to be cut to size.
  • the closure (2) can, in addition to the connection of thin sheets for circular formwork, for hollow bodies of any kind, as well as for connections of sheets in a plane use.

Abstract

The formwork has a casing (1) with a continuous opening running in a straight and perpendicular manner. A closure has a multi-part, three-sided clamp (5) with movable shanks (8), where the clamp and the two shanks are pressed together by fixing screws (7) such that two edges (10) of the casing contact one another. The closure has an equilateral wedge, where an angle of the wedge corresponds to outer edges of two notches (3). The wedge is pressed at the two notches of the casing by locking screws (9), where the fixing screws fixedly connect the clamp. An independent claim is also included for a method for closing a column formwork.

Description

Die Erfindung bezieht sich auf eine wieder verwendbare Schalung mit einem Verschlusssystem zur Herstellung von Betonrundsäulen zylindrischer oder konischer Form.The invention relates to a reusable formwork with a closure system for the production of concrete round columns of cylindrical or conical shape.

Stand der TechnikState of the art

Die Herstellung von Betonrundsäulen erfolgte in der Vergangenheit mit großem Aufwand unter Verwendung von Holzschalungen. Dabei bestand der Mantel aus einer Vielzahl von Holzlatten, die mit kreisrunden Kränzen zu einem Rohr zusammengehalten wurden. Durch die senkrechten Stöße zwischen den einzelnen Holzlatten hatte die ausgeschalte Säule eine unregelmäßige Oberfläche mit unvermeidlichen Betonauswaschungen. Um eine glatte Oberfläche zu erreichen, mussten derart gegossene Säulen nachträglich verputzt oder verkleidet werden. Heute werden zumeist Stahlschalungen verwendet, die aus halbrunden Schalungselementen zu einem Mantel zusammengesetzt werden. Um die erforderliche Höhe zu erreichen, werden bei größeren Höhen die Elemente senkrecht aufeinander montiert. Diese Schalungen haben ein relativ hohes Gewicht und können nur mit Hilfe eines Kranes aufgestellt werden. Neben den waagrechten Stößen sind zwei senkrechte Stöße vorhanden. Die Schalungselemente sind nur für jeweils einen bestimmten Säulendurchmesser verwendbar, wodurch der Materialaufwand bei der Herstellung einer Serie aus verschieden dicken Säulen erheblich vergrößert wird. Zu den Nachteilen zählen auch die entstehenden höheren Transport- und Lagerkosten, sowie der relativ hohe Anschaffungspreis.
Eine weitere, heute sehr verbreitete Möglichkeit, Rundsäulen herzustellen, sind so genannte "Pappschalungen". Die Rohre sind relativ leicht und können deshalb von Hand aus transportiert werden. Es handelt sich dabei um eine Einwegschalung, deren Verwendung bei geringen Stückzahlen durchaus sinnvoll und wirtschaftlich ist. Bei größeren Stückzahlen und vor allem bei großen Durchmessern ist der Einsatz dieser Einwegschalungen jedoch eine sehr kostspielige Bauleistung. Dazu kommen die aufgrund der sperrigen Ausmaße hohen Transport- und Lagerkosten und nicht zuletzt, nach der Zerkleinerung der Rohre, die Entsorgung der aufgeschnittenen Schalungen als Sondermüll.
The production of concrete round columns was done in the past with great effort using wooden formwork. The coat consisted of a variety of wooden slats, which were held together with circular wreaths to form a tube. Due to the vertical joints between the individual wooden slats, the deactivated column had an irregular surface with unavoidable concrete wash-outs. To achieve a smooth surface, such cast pillars had to be subsequently plastered or clad. Today mostly steel formworks are used, which are composed of semicircular formwork elements to a coat. To reach the required height, the elements are mounted perpendicular to each other at higher heights. These formworks have a relatively high weight and can only be set up with the help of a crane. Besides the horizontal bumps there are two vertical bumps. The formwork elements can be used only for a particular column diameter, whereby the cost of materials in the production of a series of different thickness columns is significantly increased. The disadvantages also include the resulting higher transport and storage costs, as well as the relatively high purchase price.
Another possibility, which is very common today, to produce round columns are so-called "cardboard formworks". The pipes are relatively light and can therefore be transported by hand. It is a disposable formwork, the use of which is sensible and economical for small quantities. For larger numbers and especially for large diameters, however, the use of these disposable formwork is a very expensive construction. Added to this are the high transport and storage costs due to the bulky dimensions and, not least, after the shredding of the pipes, the disposal of the cut formwork as special waste.

Gegenstand der ErfindungSubject of the invention

Die erfindungsgemäße Schalung besteht aus einem Mantel (1) und einem mehrteiligen Verschluss (2), wobei Mantel (1) und Verschluss (2) zwei von einander getrennte Bauteile sind. Die Funktionalität des Verschlusses ergibt sich jedoch erst durch die bauliche Ausgestaltung des Mantels (1), wobei der Verschluss (2) unabhängig vom Manteldurchmesser einsetzbar ist.
Somit werden für unterschiedliche Säulendurchmesser verschiedene Mäntel (1) benötigt. Als Verschluss (2) kann jedoch jeweils das identische Bauteil verwendet werden.
Der Mantel (1) besteht aus einem zur Rohrform gebogenen Feinblech einer Materialstärke von vorzugsweise 1 mm, dessen parallel zur Achsrichtung des gebildeten Rohres verlaufende Stöße (11) über eine Falzbreite von vorzugsweise 15 mm und längsseitig unter einem Winkel von vorzugsweise 135° abgewinkelt und je nach Durchmesser rund gewalzt sind.
Der Querschnitt eines so ausgebildeten Mantels (1) ist in Fig. 4 erkennbar.
Es werden also nach dem Umfalzen der ursprünglichen Stöße die dabei entstehenden Kanten (10) zu den tatsächlichen Stößen (11) des Mantels (1).
The formwork according to the invention consists of a shell (1) and a multi-part closure (2), wherein the shell (1) and closure (2) are two separate components. However, the functionality of the closure results only by the structural design of the shell (1), wherein the closure (2) is used independently of the jacket diameter.
Thus, different coats (1) are required for different column diameters. However, the identical component can be used as the closure (2).
The jacket (1) consists of a bent to form tube sheet of a material thickness of preferably 1 mm, which is parallel to the axial direction of the tube extending joints (11) over a folding width of preferably 15 mm and the longitudinal angle at an angle of preferably 135 ° angled and depending rolled to diameter round.
The cross section of a jacket (1) formed in this way can be seen in FIG.
Thus, after folding the original joints, the resulting edges (10) become the actual joints (11) of the jacket (1).

Der mehrteilige Verschluss dient dazu, diese abgewinkelten Falze (3) des Mantels (1) mit einander zu einem starren und dichten Rohr, lösbar zu verbinden.The multi-part closure serves to releasably connect these angled folds (3) of the jacket (1) with each other to a rigid and sealed tube.

Zu diesem Zweck wird über die in ihren Kanten (10) aneinander liegenden Falze (3) die gemeinsame Klammer (5) im losen Zustand gesteckt. Dies kann von der Seite oder von oben her erfolgen. Dann wird die lose Klammer (5) mittels der seitlichen Fixierschrauben (7) zusammengepresst, so dass sich die Kanten (10) des Mantels (1) gegen einander pressen. Der Keil (6) wird nun längsseitig in den vorgesehenen Zwischenraum geschoben und mit den Feststellschrauben (9) gegen die beidseitigen Falze (3) gepresst. Dadurch entsteht eine formschlüssige und unter hohen Belastungen absolut dichte Verbindung. Der eingeschobene Keil wird zusätzlich gegenüber dem Mantel (1) bzw. gegenüber den Falzen (9) fixiert. Um dabei eine bündige Innenfläche des Mantels (1) im Bereich der Kanten (10) zu erhalten, ist das Verbindungsteil (13) der Klammer (5) im zusammen geschraubten Zustand gegenseitig plan ausgebildet, so dass die Innenfläche des Mantels (1) bündig verläuft. Dadurch wird eine formschlüssige und gepresst anliegende Verbindung des Mantels (1) erreicht und die Falze (3) gegeneinander abgedichtet.For this purpose, the joint clip (5) is inserted in the loose state via the folds (3) resting against one another in their edges (10). This can be done from the side or from the top. Then, the loose clip (5) is pressed together by means of the lateral fixing screws (7), so that the edges (10) of the jacket (1) press against each other. The wedge (6) is now pushed along the side in the space provided and pressed with the locking screws (9) against the two-sided folds (3). This creates a positive and absolutely tight connection under high loads. The inserted wedge is additionally fixed relative to the jacket (1) or opposite the folds (9). In order to obtain a flush inner surface of the jacket (1) in the region of the edges (10), the connecting part (13) of the clip (5) in the screwed together state is mutually planar, so that the inner surface of the shell (1) is flush , As a result, a positive and pressed fitting connection of the shell (1) is achieved and the folds (3) sealed against each other.

In Längsrichtung eines Mantels (1) kann eine solche vorab beschriebene Verschlusseinheit über die gesamte Länge des Mantels (1) reichen. Vorzugsweise werden aus Gründen der Handlichkeit jedoch mehrere kürzere Verschlusseinheiten hintereinander aufgeschoben. Um dabei in Längsrichtung zwischen den einzelnen Klammern (5) eine starre Verbindung herzustellen, greift der Keil (6) in die vorherigen oder nachfolgenden anliegenden Klammern (5) ein, so dass immer die längsseitigen Enden der Keile (6) von einer Klammer (5) abgedeckt sind.In the longitudinal direction of a jacket (1), such a closure unit described above can extend over the entire length of the jacket (1). Preferably, however, a plurality of shorter closure units are pushed one behind the other for reasons of handling. In order to produce a rigid connection in the longitudinal direction between the individual clamps (5), the wedge (6) engages in the previous or following adjacent clamps (5), so that always the longitudinal ends of the wedges (6) by a clamp (5 ) are covered.

Dieses erfindungsgemäße System aus Schalungsmantel (1) und Verschluss (2) kann auf beliebige Höhen verlängert werden, Bei einer Schalungsverlängerung wird am Stoß (11), wo sich der untere Mantel (1) und der Mantel (1') der Verlängerung berühren, ein runder Blechstreifen (12), der ringsum den unteren Mantel (1) sowie den oberen Mantel (1') umschließt, und an deren beiden Enden Sockel (16) befestigt sind, welche an den beiden Schenkeln (8) angeschraubt sind und den Blechstreifen (12) auf Spannung bringen.This system according to the invention of shuttering casing (1) and closure (2) can be extended to any desired heights. In the case of a formwork extension, at the joint (11), where the lower casing (1) and the casing (1 ') touch the extension, a round sheet-metal strip (12) surrounding the lower shell (1) and the upper shell (1 ') all around, and at both ends of the base (16) are fastened, which are screwed to the two legs (8) and the sheet metal strip ( 12) to tension.

Um der Schalung beim Aufstellen einen sicheren Stand zu garantieren, wird in einer entsprechenden Höhe an der Klammer (5) eine Stützenbefestigung (14) angeschraubt, wo in den vorgesehenen Löchern (15) die beiden schrägen Stützen angeschraubt sind.To ensure that the formwork when setting up a secure stand, a support bracket (14) is screwed at a corresponding height to the bracket (5), where in the holes provided (15), the two oblique supports are screwed.

Der Aufbau der Schalung kann auf verschiedene Arten erfolgen: Beim Aufbau der Schalung, auf eine bereits stehende Armierung, wird der Mantel (1) seitlich um die Armierung herum geschoben und der Verschluss (2) oder die Aneinanderreihung von mehreren Verschlüssen von der Seite her auf den Mantel (1) montiert. Alternativ kann auch die komplette Schalung mit Verschluss (2) im liegenden Zustand montiert werden und dann von oben mittels Kran über eine vorhandene Armierung gestülpt werden.
Beim Ausschalen werden die Fixierschrauben (7) sowie die Feststellschrauben (9) an der Klammer (5) gelockert, so dass der Keil (6) herausgezogen und die Klammer (5) seitlich weggenommen werden kann. Der Mantel ist damit frei und kann von der fertigen Säule seitlich abgenommen werden.
The construction of the formwork can be done in various ways: When building the formwork on an already standing reinforcement, the jacket (1) is pushed laterally around the reinforcement around and the closure (2) or the juxtaposition of several closures from the side the jacket (1) mounted. Alternatively, the complete formwork with closure (2) can be mounted in the horizontal position and then slipped from above by crane over an existing reinforcement.
When stripping the fixing screws (7) and the locking screws (9) on the clip (5) are loosened, so that the wedge (6) pulled out and the clip (5) can be removed laterally. The jacket is thus free and can be removed laterally from the finished column.

Ein besonderer Vorteil der Schalung gegenüber anderen Systemen ist, dass mit der Anwendung dieses Systems aus Mantel (1) und mehrteiligem Verschluss (2), alle gängigen Durchmesser und Höhen von Schalungsmänteln mit ein und demselben Verschluss (2) ausgeführt werden können. Dabei ist die Fertigung des Mantels (1) ohne großen Aufwand möglich, da lediglich ein rechteckiges Feinblech zugeschnitten werden muss, das auf den vorgesehenen Durchmesser rund gewalzt und auf den Längsseiten mit geeigneten Falzen (3) versehen wird.A particular advantage of the formwork over other systems is that with the use of this system of sheath (1) and multi-part closure (2), all the usual diameters and heights of formwork shells can be carried out with one and the same closure (2). In this case, the production of the shell (1) is possible without much effort, since only a rectangular sheet has to be cut, which is rolled to the intended diameter and provided on the longitudinal sides with suitable folds (3).

Ein weiterer Vorteil, der mit diesem Schalungssystem realisierbar ist, liegt darin, dass damit nicht nur zylindrische, sondern auch konische Säulen nach demselben Prinzip hergestellt werden können. Lediglich die Grundfläche des zu einem Mantel (1) rund zuwalzenden Feinbleches muss dafür zugeschnitten werden.Another advantage that can be achieved with this formwork system is that not only cylindrical, but also conical columns can be produced on the same principle. Only the base area of the sheet metal to be rolled around to a casing (1) has to be cut to size.

Der generelle Vorteil dieser Schalung ist die oftmalige wieder Verwendbarkeit, das relativ geringe Gewicht und die einfache Montage. Beim Transport und bei der Lagerung können die Mantelbleche aufgrund ihrer Flexibilität auf engstem Raum ineinander geschoben werden und nehmen deshalb wenig Platz ein.The general advantage of this formwork is the repeated use, the relatively low weight and the ease of installation. During transport and storage, the jacket plates can be pushed into each other in a confined space due to their flexibility and therefore take up little space.

Der Verschluss (2) kann, neben der Verbindung von Feinblechen für Rundschalungen, auch für Hohlkörper jeglicher Art, sowie für Verbindungen von Blechen in einer Ebene Verwendung finden.The closure (2) can, in addition to the connection of thin sheets for circular formwork, for hollow bodies of any kind, as well as for connections of sheets in a plane use.

Hierzu zeigt

Fig. 1
einen Querschnitt des Verschlusses (2) mit allen Einzelteilen
Fig. 2
den Querschnitt der Klammer (5) im geöffneten Zustand
Fig. 3
den Querschnitt des Keiles (6)
Fig. 4
den Querschnitt des Mantels (1) und der Falze (3)
Fig. 5
den Querschnitt des Mantels (1) mit Verschluss (2) des Blechstreifens (12) mit den beiden Sockeln (16)
Fig. 6
den Querschnitt des Blechstreifens (12) im Bereich des Sockels (16)
Fig. 7
die Längsansicht der Stützenbefestigung (14) mit dazu gehörigem Schnitt A - B
Fig. 8
die perspektivische Darstellung des unteren Mantels (1) und dem Mantel (1') mit dem Blechstreifen (12) im geöffneten Zustand sowie den Befestigungslaschen (17)
This shows
Fig. 1
a cross section of the closure (2) with all items
Fig. 2
the cross section of the clip (5) in the open state
Fig. 3
the cross section of the wedge (6)
Fig. 4
the cross section of the shell (1) and the folds (3)
Fig. 5
the cross section of the jacket (1) with closure (2) of the metal strip (12) with the two sockets (16)
Fig. 6
the cross section of the metal strip (12) in the region of the base (16)
Fig. 7
the longitudinal view of the support bracket (14) with associated section A - B
Fig. 8
the perspective view of the lower jacket (1) and the jacket (1 ') with the metal strip (12) in the open state and the fastening tabs (17)

Bezugszeichenliste:LIST OF REFERENCE NUMBERS

11
Mantelcoat
1'1'
Mantel der VerlängerungCloak of the extension
22
Verschlussshutter
33
Falzefolds
44
Gewindebohrungenthreaded holes
55
Klammerclip
66
Keilwedge
77
Fixierschraubenfixing screws
88th
Schenkel der KlammerLegs of the bracket
99
FeststellschraubenLocking screws
1010
Kantenedge
1111
Stoßshock
1212
Blechstreifenmetal strip
1313
Verbindungsteilconnecting part
1414
Stützenbefestigungsupport fixing
1515
Schraubenlöcherscrew holes
1616
Sockelbase
1717
Befestigungslaschenmounting tabs

Claims (9)

Säulenschalung, bestehend aus einem Mantel (1) und einem mehrteiligen Verschluss (2), wobei a) der Mantel eine gradlinig und im wesentlichen senkrecht verlaufende durchgehende Öffnung aufweist, deren Kanten (10) nach außen unter annähernd 135° abgewinkelte Falze (3) aufweisen und b) der Verschluss (2) folgende Einzelteile umfasst: - eine mehrteilige, dreiseitige Klammer (5), deren bewegliche Schenkel (8) im Querschnitt symmetrisch innenseitig unter 45° zulaufen, außen abgeflacht und an deren oberem, waagrechten dazwischen liegendem Verbindungsteil (13) Gewindebohrungen (4) für die Fixierschrauben ((7) und Feststellschrauben (9) angeordnet sind, wobei die geöffnete Klammer (5) und somit deren beide Schenkel (8) durch die Fixierschrauben (7) zusammen gedrückt werden, dass sich die beiden Kanten (10) des Mantels (1) gegenseitig berühren und - einen im Querschnitt dreiseitig gleichschenkeligen Keil dessen Winkel dem der beiden Falzaußenkanten entspricht und der von den Feststellschrauben (9) an die , beiden Falze (3) des Mantels (1) angepresst wird. - Fixierschrauben (7), welche die mehrteilige Klammer (5) fest miteinander verbinden. Column formwork, consisting of a jacket (1) and a multi-part closure (2), wherein a) the jacket has a straight-line and substantially perpendicular through opening, the edges (10) outwardly at approximately 135 ° angled folds (3) and have b) the closure (2) comprises the following items: - A multi-part, three-sided bracket (5), the movable legs (8) in symmetrical inside cross-section at 45 °, flattened outside and at the upper, horizontal intermediate connecting part (13) threaded holes (4) for the fixing screws ((7) and locking screws (9) are arranged, wherein the open bracket (5) and thus the two legs (8) are pressed together by the fixing screws (7), that touch the two edges (10) of the shell (1) and - A cross-sectionally three-sided isosceles wedge whose angle corresponds to the two Falzaußenkanten and of the locking screws (9) to the, both folds (3) of the shell (1) is pressed. - Fixing screws (7) which connect the multipiece clip (5) firmly together. Säulenschalung nach Anspruch 1, dadurch gekennzeichnet, dass die Schenkel (8) und Falze (3) im Querschnitt symmetrisch zur Mittelsenkrechten einen Winkel von annähernd 45° aufweisen und der Keil (6) an seiner, den Kanten (10) zugewandten Spitze, einen Winkel von 90° auf weist.Column formwork according to claim 1, characterized in that the legs (8) and folds (3) have an angle of approximately 45 ° in cross section symmetrical to the perpendicular bisector and the wedge (6) at its, the edges (10) facing the tip, an angle from 90 ° upwards. Säulenschalung nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass mehrere Mäntel (1) übereinander liegend miteinander verbunden sind, wobei sich der untere Mantel (1) und der Mantel (1') der Verlängerung am Stoss (11) berühren, und ein runder Blechstreifen (12), der ringsum den unteren Mantel (1) sowie den oberen Mantel (1') umschließt, und an deren beiden Enden Sockel (16) befestigt sind, welche an den Schenkeln (8) angeschraubt sind und den Blechstreifen (12) auf Spannung bringen.Column formwork according to claim 1 or 2, characterized in that a plurality of coats (1) are connected to one another lying one above the other, wherein the lower shell (1) and the jacket (1 ') of the extension touch the joint (11), and a round sheet metal strip (12), which surrounds the lower shell (1) and the upper shell (1 ') all around, and at both ends of the pedestal (16) are fastened, which are screwed to the legs (8) and the metal strip (12) Bring tension. Säulenschalung nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass der Keil (6) in die vorherigen oder nachfolgenden, anliegenden Klammern (5) greift.Column formwork according to one of claims 1 to 3, characterized in that the wedge (6) engages in the previous or subsequent adjacent clamps (5). Säulenschalungen nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, dass die Grundfläche des Mantels (1) so von einer Rechteckform abweicht, dass der geschlossene Mantel (1) konische Form aufweist.Column formwork according to one of claims 1 to 4, characterized in that the base of the jacket (1) deviates from a rectangular shape in such a way that the closed jacket (1) has a conical shape. Verfahren zum Verschließen einer Säulenschalung nach Anspruch 1, dadurch gekennzeichnet, dass mehrere Verschlüsse (2) aneinander gereiht werden, wobei der Keil (6) an den Verbindungsstellen von einer Klammer (5) überdeckt wird.A method for closing a column formwork according to claim 1, characterized in that a plurality of closures (2) are strung together, wherein the wedge (6) is covered at the connection points of a clip (5). Säulenschalung nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass an der Klammer (5) eine Stützbefestigung (14) angeschraubt ist, die zur Aufnahme der Stützen mit Löchern (15) versehen ist.Column formwork according to one of claims 1 to 3, characterized in that on the clamp (5) a support attachment (14) is screwed, which is provided for receiving the supports with holes (15). Säulenschalung nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass am unteren Mantel (1) Befestigungslaschen (17) mit Schraublöchern (15) für die Bodenbefestigung angeordnet sind.Column formwork according to one of claims 1 to 3, characterized in that on the lower shell (1) fastening tabs (17) with screw holes (15) are arranged for the bottom attachment. Säulenschalung nach den Ansprüchen 1 bis 3, dadurch gekennzeichnet, dass für die Herstellung Stahl, Edelstahl, Aluminium oder ein anderes Material verwendet wird:Column formwork according to claims 1 to 3, characterized in that for the production of steel, stainless steel, aluminum or another material is used:
EP07015246A 2006-08-11 2007-08-03 Formwork and method for manufacturing concrete round columns Not-in-force EP1889985B1 (en)

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DE102006037677A DE102006037677B4 (en) 2006-08-11 2006-08-11 Formwork and method for the production of concrete round columns

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EP1889985A2 true EP1889985A2 (en) 2008-02-20
EP1889985A3 EP1889985A3 (en) 2009-09-30
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2754779A1 (en) * 2013-01-11 2014-07-16 Oswald Knauer Formwork and method for manufacturing concrete round columns
CN112900857A (en) * 2021-01-20 2021-06-04 江苏盛立建设发展有限公司 Circular column formwork structure and construction process thereof

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB938939A (en) 1959-10-26 1963-10-09 Ancel Cohen Prefabricated structures and elements therefor

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Publication number Priority date Publication date Assignee Title
US1593610A (en) * 1926-04-05 1926-07-27 Kalman Steel Co Form clamp
FR2086619A5 (en) * 1970-04-03 1971-12-31 Electro Entreprise
JPS513157Y2 (en) * 1973-07-12 1976-01-29
DE19615062C2 (en) * 1996-04-17 1999-11-25 Oswald Knauer Formwork for the production of round concrete columns
DE202005009924U1 (en) * 2005-06-24 2005-09-01 H-Bau Technik Gmbh Shuttering for production of a concrete component with a circular cross section comprises at least one shuttering element with a plane elastic sheet which is formable into a tube with a butt joint

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Publication number Priority date Publication date Assignee Title
GB938939A (en) 1959-10-26 1963-10-09 Ancel Cohen Prefabricated structures and elements therefor

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2754779A1 (en) * 2013-01-11 2014-07-16 Oswald Knauer Formwork and method for manufacturing concrete round columns
DE102013000395A1 (en) * 2013-01-11 2014-07-17 Oswald Knauer Formwork and method for the production of concrete round columns
CN112900857A (en) * 2021-01-20 2021-06-04 江苏盛立建设发展有限公司 Circular column formwork structure and construction process thereof

Also Published As

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ATE487833T1 (en) 2010-11-15
DE502007005591D1 (en) 2010-12-23
EP1889985A3 (en) 2009-09-30
DE102006037677B4 (en) 2010-02-25
DE102006037677A1 (en) 2008-02-21
EP1889985B1 (en) 2010-11-10

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