EP1727952A1 - Method for inserting vertical mounting parts into structures, which are erected with a sliding form, particularly in annular concrete walls, and device for carrying out the method - Google Patents

Method for inserting vertical mounting parts into structures, which are erected with a sliding form, particularly in annular concrete walls, and device for carrying out the method

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Publication number
EP1727952A1
EP1727952A1 EP05798491A EP05798491A EP1727952A1 EP 1727952 A1 EP1727952 A1 EP 1727952A1 EP 05798491 A EP05798491 A EP 05798491A EP 05798491 A EP05798491 A EP 05798491A EP 1727952 A1 EP1727952 A1 EP 1727952A1
Authority
EP
European Patent Office
Prior art keywords
formwork
vertical
parts
guide
built
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.)
Granted
Application number
EP05798491A
Other languages
German (de)
French (fr)
Other versions
EP1727952B1 (en
Inventor
Alexander Dipl.-Ing. Kreiner
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Gleitbau-Gesellschaft mbH
GLEITBAU GmbH
Original Assignee
Gleitbau-Gesellschaft mbH
GLEITBAU GmbH
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Publication date
Application filed by Gleitbau-Gesellschaft mbH, GLEITBAU GmbH filed Critical Gleitbau-Gesellschaft mbH
Publication of EP1727952A1 publication Critical patent/EP1727952A1/en
Application granted granted Critical
Publication of EP1727952B1 publication Critical patent/EP1727952B1/en
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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

Definitions

  • the invention relates to a method for introducing vertical built-in parts in structures, which are erected with a slip form, in particular in annular concrete walls, according to the preamble of claim 1 and an apparatus for performing the method according to the preamble of claim. 6
  • the invention is particularly suitable for round or annular structures, such as silos or tanks, whose concrete walls are provided with a reinforcement and tie rods and with vertical and horizontal components.
  • the built-in parts to be introduced between adjacent wall areas during the production of the concrete walls are used, for example, in tanks which are provided for receiving liquefied gas, for fastening an inner lining in the form of metal plates, which are usually welded to the vertical and horizontal built-in parts.
  • a cladding made of insulating material is attached to the metal plates.
  • the interior trim is usually stainless steel panels.
  • a climbing formwork When using a climbing formwork, the return of the vertical mounting parts can be avoided.
  • a climbing formwork requires relatively large formwork panels and leads to significantly higher costs due to the associated material, time and labor input.
  • the invention is based on the invention to provide a method and an apparatus for introducing vertical mounting parts in structures, in particular in annular concrete walls, which ensures the use of a cost-effective slip formwork with flat mounting parts.
  • the method, the object is achieved by the features of claim 1 and device by the features of claim 6.
  • Advantageous and advantageous embodiments are contained in the subclaims and in the description of the figures.
  • the method according to the invention and the device according to the invention are based on a zipper-like system with which a flush sliding in of the vertical built-in parts is achieved with the lifting of the slip formwork.
  • guide elements for example guide pins
  • the slip formwork is provided with a guide opening, which is advantageously formed by guide angles, which are engaged behind by the guide pins of the vertical mounting part.
  • the sliding formwork is guided zipper-like manner when vertically adjusting the guide pin, and with the help of at least two tensioning devices, the vertical mounting part is held by the interaction of the guide angle, guide hole and guide pin planod on the slip formwork and braced. A return is thereby excluded, and a costly Betonab resonance from the front of the vertical mounting part can be omitted.
  • the zipper system according to the invention thus ensures a flush sliding of the vertical mounting parts in a sliding formwork and the conicity required in this case.
  • the guide pins are removed from the front of the vertical mounting parts.
  • the guide pins can be fixed by welding to the vertical mounting parts. The removal can then be relatively fast and without much effort be done by flame cutting, with a reuse of the guide pin is possible.
  • the erfindungsgetnäße method ensures extremely accurate flush mounting relatively narrow and high metal plates as vertical mounting parts.
  • vertical mounting plates with heights of 3, 4 and 5 m can each be introduced in a quarter circle of a wall for a liquefied gas tank, the different lengths are advantageous in terms of connected by welds vertical mounting plates.
  • the newly placed vertical mounting plates then do not have to be connected at the same height, relative to the peripheral area, to a preceding vertical mounting plate underneath.
  • the guide bolts are expediently provided with horizontally projecting anchoring elements.
  • a slip formwork and a sliding block known per se which is known, for example, from DE 85 17 170 U1 are used, and the guide angles required for the zipper system according to the invention are fastened to at least two tensioning devices which are arranged at a distance from each other over the height of the formwork panels ,
  • the vertical mounting parts are in each case introduced into an open area of the inner formwork and / or outer formwork and held and braced on the formwork panels on the edge side via the guide bolts and the guide angles, which are connected to the tensioning devices.
  • the guide angles which have legs arranged at right angles to one another, are arranged with mirror symmetry to form a guide opening and are guided on the guide bolts of the vertical built-in parts when the sliding formwork is moved vertically.
  • a clamping bolt in the region of the clamping devices, a tensile force is exerted on the guide pin on the guide angle and thus reaches the dense concerns of vertical mounting plates on the formwork panels and consequently a flush sliding.
  • the guide angles extend at least over the height of the formwork panels of the inner formwork and / or outer formwork.
  • the guide angles are fastened to parallel vertical legs of a U-shaped shoe of the tensioning device, in particular welded, and the horizontal connecting leg of the U-shaped shoe is connected to a base plate of the tensioning device, preferably also by means of a welded connection.
  • the base plates of the clamping devices for encompassing a formwork ring of the slip formwork are formed and are fastened by means of a clamping bolt, whereby at the same time the bracing of the vertical mounting parts takes place on the formwork in the formwork opening.
  • the method according to the invention and the device according to the invention make it possible to use the advantageous sliding Formwork for a flush installation of vertical built-in parts in structures, in particular in annular concrete walls. It is not necessary to use the climbing formwork associated with considerably higher costs, and also a return and an associated knocking off of the concrete from the built-in part are avoided.
  • the zipper system according to the invention proves to be extremely inexpensive and efficient.
  • FIG. 1 shows a detail of a building with inventively introduced vertical mounting parts.
  • FIG. 2 shows a cross section along the line II -II in Fig. 1.
  • FIG. 3 shows a sliding formwork designed according to the invention in vertical section along the center axis of a concrete wall
  • FIG. 4 shows a plan view of the sliding formwork according to the invention in the region of a tensioning device
  • FIG. 5 shows a longitudinal section along line V-V in Fig. 4.
  • FIG. 6 shows an enlarged detail of the sliding formwork according to FIG. 3;
  • Fig. 7 is a plan view of a guide angle
  • Fig. 8 is a plan view of a guide pin
  • the vertical built-in components 5 are arranged flush with the adjacent concrete walls and anchored in the concrete wall 3 with the aid of anchoring elements 7 projecting at right angles and having an anchoring foot 8 at the end.
  • the attachment of the metal plates 6 to the vertical mounting parts 5 takes place at the edge.
  • the vertical installation part 5 has a height which extend far beyond the horizontal beam support 13 and via vertical frame posts 16 and horizontal frame posts 17, which are arranged to arrange a locking device 20 for the vertical installation part 5.
  • the vertical mounting part 5 is provided in the direction of the concrete wall 3 with horizontally projecting anchoring elements 7 and end anchoring feet 8 and on the side facing the slip form 9 side with regularly arranged and extending over the entire height guide pin 21.
  • These guide pins 21 are required for the flush sliding in of the vertical insert 5 during the production of the concrete wall 3 and are therefore welded before setting the vertical insert 5 in the slipform 9 on the front and separated again at the latest after completion of the concrete wall 3 of the vertical mounting part 5 , This separation can be done relatively efficiently by flame cutting.
  • FIGS. 4 to 7 show further details of the device according to the invention.
  • FIG. 4 illustrates the design and arrangement of the vertical installation part 5 in an open region of the slip formwork 9, in which, according to FIG. 3, the inner formwork 10 is concerned.
  • two formwork panels 30 of the inner formwork 10 are held at such a distance from one another that the vertical built-in component 5 with longitudinal edge areas of approximately 5 mm on both sides on the other side. adjacent formwork panels 30 is applied and thus this opening of the inner formwork 10 is covered.
  • the clamping of the vertical mounting part 5 in the region of the slip formwork 9 is effected by the temporarily mounted guide pins 21, which engage behind the guide angle 23 arranged in the longitudinal direction with their bolt head.
  • the mirror-symmetrically arranged guide angle 23 form a guide opening 22, which ensures a zipper-like adjustment with constant distortion of the voltage applied to the shuttering panels 30 of the slip form 9 vertical built-in part.
  • Fig. 5 illustrates the formation of the base plate 28 in the form of a horizontal J, which surrounds a formwork ring 29 of the inner formwork 10 and the alignment of the vertical insert 5 by the interaction of the guide pin 21 and the guide angle 23 allows.
  • the tensioning devices 19 are, in particular Fig. 4 illustrates, arranged in the region between shuttering limiting elements 32 and connected thereto. These shuttering limiting elements 32 are vertically arranged U-angles in the present embodiment.
  • Fig. 7 shows a view of a guide angle 23 (see also Fig. 4).
  • Fig. 8 and 9 illustrate the formation of the guide pins 21, which are welded to the front of a vertical fixture 5 and removed after completion of the concrete wall 3 by cutting again.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Panels For Use In Building Construction (AREA)
  • Filling Or Emptying Of Bunkers, Hoppers, And Tanks (AREA)

Abstract

The invention relates to a method for introducing vertical built-in parts into structures erected with a sliding formwork, particularly in annular concrete walls, and a device for performing the method. In order to be able to use inexpensive sliding formworks when erecting structures, e.g. silos and tanks, where there are absolutely surface-flush built-in parts required, a slide fastener-like system is provided for introducing said vertical built-in parts. The inventive slide fastener system provides guide anglepieces, which are fixed in clamping devices of the sliding formwork and temporarily engage behind guide bolts fixed to the front of the vertical built-in parts. Following the production of the concrete wall or the introduction of the vertical built-in parts the guide bolts are removed again from the vertical built-in parts, e.g. by separating cutting or splitting.

Description

Verfahren zum Einbringen von vertikalen Einbauteilen in Bauwerke, welche mit einer Gleitschalung errichtet werden, insbesondere in ringförmige Betonwände, und Vorrichtung zur Durch- führung des VerfahrensMethod for introducing vertical built-in parts in structures which are erected with a slip form, in particular in annular concrete walls, and apparatus for carrying out the method
Die Erfindung betrifft ein Verfahren zum Einbringen von vertikalen Einbauteilen in Bauwerke, welche mit einer Gleitschalung errichtet werden, insbesondere in ringförmige Betonwände, gemäß dem Oberbegriff des Anspruchs 1 und eine Vorrichtung zur Durchführung des Verfahrens gemäß dem Oberbegriff des Anspruchs 6.The invention relates to a method for introducing vertical built-in parts in structures, which are erected with a slip form, in particular in annular concrete walls, according to the preamble of claim 1 and an apparatus for performing the method according to the preamble of claim. 6
Die Erfindung ist insbesondere für runde beziehungsweise ringförmige Bauwerke, beispielsweise Silos oder Tanks, geeignet, deren Betonwände mit einer Bewehrung und Zugankern sowie mit vertikalen und auch horizontalen Einbauteilen versehen werden.The invention is particularly suitable for round or annular structures, such as silos or tanks, whose concrete walls are provided with a reinforcement and tie rods and with vertical and horizontal components.
Die zwischen angrenzenden Wandbereichen während der Herstellung der Betonwände einzubringenden Einbauteile dienen beispielsweise bei Tanks, welche zur Aufnahme von Flüssiggas vorgesehen sind, zur Befestigung einer Innenverkleidung in Form von Metallplatten, welche an die vertikalen und horizontalen Einbauteile in der Regel angeschweißt werden. Zur Konstanthaltung der bei Flüssiggastanks erforderlichen Temperatur von circa minus 175°C wird an den Metallplatten eine Verkleidung aus Isoliermaterial angebracht. Die Innenverkleidung besteht in der Regel aus Nirosta-Platten. Das Einbringen der vertikalen Einbauteile, welche bei einem Tank mit einem Durchmesser von über 90 m und einer Höhe von nahezu 30 m bis zu 5 m lang, 15 cm breit und etwa 1 cm stark sein können, ist bei der bisher bekannten Gleitschalung mit dem Nachteil eines Rücksprunges von 5 bis 10 mm verbunden. Dieser Rücksprung wird durch die bei einer Gleitschalung erforderliche Konizität der Schalhautebene (sogenannter "Schalungsanzug") verursacht. So kann bei einer Gleitschalung von etwa 1,1 bis 1,3 m Höhe an der Oberkante der Schalung die Wandbreite etwa 2 bis 3 mm schmaler als an der Unterkante der Schalung sein. Ein die Konizität nicht berücksichtigendes, streng vertikal angeordnetes Einbauteil wird deshalb zumindest im Bereich des Rücksprungs mit Beton bedeckt, welcher durch eine aufwändige Nachbearbeitung entfernt werden muss, um die Funktion des Einbauteils zu ermöglichen.The built-in parts to be introduced between adjacent wall areas during the production of the concrete walls are used, for example, in tanks which are provided for receiving liquefied gas, for fastening an inner lining in the form of metal plates, which are usually welded to the vertical and horizontal built-in parts. In order to keep constant the temperature of about minus 175 ° C required for liquid gas tanks, a cladding made of insulating material is attached to the metal plates. The interior trim is usually stainless steel panels. The introduction of the vertical built-in parts, which can be up to 5 m long, 15 cm wide and about 1 cm thick in a tank with a diameter of about 90 m and a height of nearly 30 m, is in the previously known sliding formwork with the disadvantage a return of 5 to 10 mm. This return is caused by the conicity of the shuttering level required in a slip formwork (so-called "formwork suit"). Thus, with a slip formwork of about 1.1 to 1.3 m height at the upper edge of the formwork, the wall width may be about 2 to 3 mm narrower than at the lower edge of the formwork. A conical not disregarding, strictly vertically arranged fitting is therefore covered at least in the area of the recess with concrete, which must be removed by a costly reworking to allow the function of the insert.
Bei Verwendung einer Kletterschalung kann die Rückversetzung der vertikalen Einbauteile vermieden werden. Eine Kletterschalung erfordert jedoch relativ große Schalungstafeln und führt aufgrund des damit verbundenen Material-, Zeit- und Arbeitskräfteaufwandes zu erheblich höheren Kosten.When using a climbing formwork, the return of the vertical mounting parts can be avoided. A climbing formwork, however, requires relatively large formwork panels and leads to significantly higher costs due to the associated material, time and labor input.
Der Erfindung liegt die A u f g a b e zugrunde, ein Verfahren und eine Vorrichtung zum Einbringen vertikaler Einbauteile in Bauwerke, insbesondere in ringförmige Betonwände, zu schaffen, welche den Einsatz einer kostengünstigen Gleitschalung mit planliegenden Einbauteilen gewährleistet.The invention is based on the invention to provide a method and an apparatus for introducing vertical mounting parts in structures, in particular in annular concrete walls, which ensures the use of a cost-effective slip formwork with flat mounting parts.
Verfahrensmäßig wird die Aufgabe durch die Merkmale des Anspruchs 1 und vorrichtungsmäßig durch die Merkmale des Anspruchs 6 gelöst . Zweckmäßige und vorteilhafte Ausgestaltungen sind in den Unteransprüchen und in der Figurenbeschreibung enthalten. Dem erfindungsgemäßen Verfahren und der erfindungsgemäßen Vorrichtung liegt ein reißverschlussähnliches System zugrunde, mit welchem ein bündiges Eingleiten der vertikalen Einbauteile mit dem Hochfahren der Gleitschalung erreicht wird.The method, the object is achieved by the features of claim 1 and device by the features of claim 6. Advantageous and advantageous embodiments are contained in the subclaims and in the description of the figures. The method according to the invention and the device according to the invention are based on a zipper-like system with which a flush sliding in of the vertical built-in parts is achieved with the lifting of the slip formwork.
Erfindungsgemäß werden an der Vorderseite des vertikalen Einbauteils, das heißt, an der der Gleitschalung zugewandten Fläche, Führungselemente, beispielsweise Führungsbolzen, angebracht und die derart ausgestatteten vertikalen Einbauteile danach in einen offenen Bereich der Gleitschalung zum bündigen Einbauen angeordnet. Die Gleitschalung ist mit einer Führungsöffnung versehen, welche vorteilhaft von Führungswinkeln gebildet wird,, die von den Führungsbolzen des vertikalen Einbauteils hintergriffen werden. Auf diese Weise wird die Gleitschalung beim vertikalen Verstellen an den Führungsbolzen reißverschlussartig geführt, und mit Hilfe von wenigstens zwei Spannvorrichtungen wird das vertikale Einbauteil durch das Zusammenwirken der Führungswinkel, Führungsöffnung und Führungsbolzen planliegend an der Gleitschalung gehalten und verspannt. Ein Rücksprung ist dadurch ausgeschlossen, und ein aufwändiges Betonabschlagen von der Vorderseite des vertikalen Einbauteiles kann entfallen.According to the invention, guide elements, for example guide pins, are attached to the front side of the vertical installation part, that is to say on the surface facing the slip formwork, and the vertical installation parts equipped in this way are then arranged in an open area of the slip formwork for flush installation. The slip formwork is provided with a guide opening, which is advantageously formed by guide angles, which are engaged behind by the guide pins of the vertical mounting part. In this way, the sliding formwork is guided zipper-like manner when vertically adjusting the guide pin, and with the help of at least two tensioning devices, the vertical mounting part is held by the interaction of the guide angle, guide hole and guide pin planliegend on the slip formwork and braced. A return is thereby excluded, and a costly Betonabschlagen from the front of the vertical mounting part can be omitted.
Das erfindungsgemäße Reißverschluss-System gewährleistet somit ein bündiges Eingleiten der vertikalen Einbauteile bei einer Gleitschalung und der hierbei erforderlichen Konizität. Spätestens nach Fertigstellung der Betonwand werden die Führungsbolzen von der Vorderseite der vertikalen Einbauteile entfernt .The zipper system according to the invention thus ensures a flush sliding of the vertical mounting parts in a sliding formwork and the conicity required in this case. At the latest after completion of the concrete wall, the guide pins are removed from the front of the vertical mounting parts.
Es ist vorteilhaft, dass die Führungsbolzen durch Verschweißen an den vertikalen Einbauteilen befestigt werden können. Die Entfernung kann dann relativ schnell und ohne großen Aufwand durch Brennschneiden erfolgen, wobei auch eine Wiederverwendung der Führungsbolzen möglich ist.It is advantageous that the guide pins can be fixed by welding to the vertical mounting parts. The removal can then be relatively fast and without much effort be done by flame cutting, with a reuse of the guide pin is possible.
Das erfindungsgetnäße Verfahren gewährleistet außerordentlich exakt ein oberflächenbündiges Einbringen relativ schmaler und hoher Metallplatten als vertikale Einbauteile. Beispielsweise können vertikale Einbauplatten mit Höhen von 3, 4 und 5 m jeweils in einem Viertelkreis einer Wandung für einen Flüssiggastank eingebracht werden, wobei die unterschiedlichen Längen im Hinblick auf die durch Schweißverbindungen verbundenen vertikalen Einbauplatten vorteilhaft sind. Die neu angesetzten vertikalen Einbauplatten müssen dann bezogen auf den Umfangs- bereich nicht in derselben Höhe mit einer vorausgehenden, darunter angeordneten vertikalen Einbauplatte verbunden werden.The erfindungsgetnäße method ensures extremely accurate flush mounting relatively narrow and high metal plates as vertical mounting parts. For example, vertical mounting plates with heights of 3, 4 and 5 m can each be introduced in a quarter circle of a wall for a liquefied gas tank, the different lengths are advantageous in terms of connected by welds vertical mounting plates. The newly placed vertical mounting plates then do not have to be connected at the same height, relative to the peripheral area, to a preceding vertical mounting plate underneath.
Es ist zweckmäßig, die temporär an den vertikalen Einbauteilen befestigten Führungsbolzen in Längsrichtung gleichmäßig beabstandet anzubringen. Auf der gegenüberliegenden Seite sind die vertikalen Einbauteile zweckmäßigerweise mit horizontal auskragenden Verankerungselementen versehen.It is expedient to install the guide bolts temporarily temporarily fastened to the vertical built-in parts uniformly spaced in the longitudinal direction. On the opposite side, the vertical mounting parts are expediently provided with horizontally projecting anchoring elements.
Vorrichtungsmäßig wird eine Gleitschalung und ein an sich bekanntes Gleitgerüst, welches beispielsweise aus DE 85 17 170 Ul bekannt ist, eingesetzt, und die für das erfindungsgemäße Reißverschlusssystem erforderlichen Führungswinkel werden an wenigstens zwei Spannvorrichtungen, welche über die Höhe der Schalungstafeln beabstandet zueinander angeordnet sind, befestigt. Die vertikalen Einbauteile werden dabei jeweils in einem offenen Bereich der Innenschalung und/oder Außenschalung eingebracht und über die Führungsbolzen sowie die Führungswinkel, welche mit den Spannvorrichtungen verbunden sind, randseitig an den Schalungstafeln gehalten und verspannt. Die Führungswinkel, welche rechtwinklig zueinander angeordnete Schenkel aufweisen, werden unter Ausbildung einer Führungsöffnung spiegelsymmetrisch angeordnet und beim vertikalen Verstellen der Gleitschalung an den Führungsbolzen der vertikalen Einbauteile geführt. Mit Hilfe eines Spannbolzens im Bereich der Spannvorrichtungen wird über die Führungswinkel eine Zugkraft auf den Führungsbolzen ausgeübt und damit das dichte Anliegen der vertikalen Einbauplatten an den Schalungstafeln und infolgedessen ein bündiges Eingleiten erreicht.In terms of equipment, a slip formwork and a sliding block known per se, which is known, for example, from DE 85 17 170 U1, are used, and the guide angles required for the zipper system according to the invention are fastened to at least two tensioning devices which are arranged at a distance from each other over the height of the formwork panels , The vertical mounting parts are in each case introduced into an open area of the inner formwork and / or outer formwork and held and braced on the formwork panels on the edge side via the guide bolts and the guide angles, which are connected to the tensioning devices. The guide angles, which have legs arranged at right angles to one another, are arranged with mirror symmetry to form a guide opening and are guided on the guide bolts of the vertical built-in parts when the sliding formwork is moved vertically. With the help of a clamping bolt in the region of the clamping devices, a tensile force is exerted on the guide pin on the guide angle and thus reaches the dense concerns of vertical mounting plates on the formwork panels and consequently a flush sliding.
Die Führungswinkel erstrecken sich wenigstens über die Höhe der Schalungstafeln der Innenschalung und/oder Außenschalung.The guide angles extend at least over the height of the formwork panels of the inner formwork and / or outer formwork.
Die Führungswinkel werden an parallel angeordneten vertikalen Schenkeln eines U-förmigen Schuhs der Spannvorrichtung befestigt, insbesondere angeschweißt, und der horizontale Verbindungsschenkel des U-förmigen Schuhs wird mit einer Grundplatte der Spannvorrichtung verbunden, vorzugsweise ebenfalls mittels einer Schweißverbindung.The guide angles are fastened to parallel vertical legs of a U-shaped shoe of the tensioning device, in particular welded, and the horizontal connecting leg of the U-shaped shoe is connected to a base plate of the tensioning device, preferably also by means of a welded connection.
Vorteilhafterweise sind die Grundplatten der Spanneinrichtungen zum Umgreifen eines Schalungskranzes der Gleitschalung ausgebildet und werden mit Hilfe eines Spannbolzens befestigt, wodurch gleichzeitig das Verspannen der vertikalen Einbauteile an der Schalung im Bereich der Schalungsöffnung erfolgt .Advantageously, the base plates of the clamping devices for encompassing a formwork ring of the slip formwork are formed and are fastened by means of a clamping bolt, whereby at the same time the bracing of the vertical mounting parts takes place on the formwork in the formwork opening.
Aufgrund der erheblichen Höhe beziehungsweise vertikalen Länge der vertikalen Einbauteile ist es sinnvoll, jeweils oberhalb des Gleitgerüstes, insbesondere oberhalb der horizontal angeordneten Jochträger, eine Einrichtung zur Ausrichtung des jeweiligen vertikalen Einbauteils vorzusehen.Due to the considerable height or vertical length of the vertical mounting parts, it is expedient to provide a device for aligning the respective vertical mounting part in each case above the slide frame, in particular above the horizontally arranged yoke carrier.
Das erfindungsgemäße Verfahren und die erfindungsgemäße Vorrichtung ermöglichen die Anwendung der vorteilhaften Gleit- Schalung für ein flächenbündiges Einbringen von vertikalen Einbauteilen in Bauwerke, insbesondere in ringförmige Betonwände. Es ist nicht erforderlich, die mit erheblich höheren Kosten verbundene Kletterschalung einzusetzen, und auch ein Rücksprung und ein damit verbundenes Abschlagen des Betons vom Einbauteil werden vermieden. Unter Berücksichtigung, dass bei einem Tank, welcher beispielsweise eine Höhe von 25 m und einen Durchmesser von 95 m aufweist, etwa 140 vertikale Einbauteile an der Innenseite der Betonwand eingebracht werden, erweist sich das erfindungsgemäße Reißverschlusssystem als außerordentlich kostengünstig und effizient.The method according to the invention and the device according to the invention make it possible to use the advantageous sliding Formwork for a flush installation of vertical built-in parts in structures, in particular in annular concrete walls. It is not necessary to use the climbing formwork associated with considerably higher costs, and also a return and an associated knocking off of the concrete from the built-in part are avoided. Considering that in a tank, which for example has a height of 25 m and a diameter of 95 m, about 140 vertical components are introduced on the inside of the concrete wall, the zipper system according to the invention proves to be extremely inexpensive and efficient.
Die Erfindung wird nachstehend anhand einer Zeichnung weiter erläutert. In dieser zeigen in einer stark schematisierten Darstellung :The invention will be explained below with reference to a drawing. In this show in a highly schematic representation:
Fig. 1 einen Ausschnitt eines Bauwerks mit erfindungsgemäß eingebrachten vertikalen Einbauteilen;1 shows a detail of a building with inventively introduced vertical mounting parts.
Fig. 2 einen Querschnitt nach Linie II -II in Fig. 1 ;2 shows a cross section along the line II -II in Fig. 1.
Fig. 3 eine erfindungsgemäß ausgebildete Gleitschalung im Vertikalschnitt längs der Mittelachse einer Betonwand;3 shows a sliding formwork designed according to the invention in vertical section along the center axis of a concrete wall;
Fig. 4 eine Draufsicht auf die erfindungsgemäße Gleitschalung im Bereich einer Spannvorrichtung;4 shows a plan view of the sliding formwork according to the invention in the region of a tensioning device;
Fig. 5 einen Längsschnitt nach Linie V-V in Fig. 4 ;5 shows a longitudinal section along line V-V in Fig. 4.
Fig. 6 einen vergrößerten Ausschnitt der Gleitschalung nach Fig. 3;FIG. 6 shows an enlarged detail of the sliding formwork according to FIG. 3; FIG.
Fig. 7 eine Draufsicht auf einen Führungswinkel; Fig. 8 eine Draufsicht auf einen Führungsbolzen undFig. 7 is a plan view of a guide angle; Fig. 8 is a plan view of a guide pin and
Fig. 9 eine Ansicht nach Pfeil IX in Fig. 8.9 is a view according to arrow IX in Fig. 8.
Fig. 1 zeigt einen Teilbereich eines Flüssiggastanks 2 mit einer sich nach oben verjüngenden Betonwand 3 und bündig in die Innenwandung eingebetteten horizontalen Einbauteilen 4 sowie vertikalen Einbauteilen 5. Bodenseitig ist eine Beton- Grundplatte 31 ausgebildet, welche mit einer Metallverkleidung 34 versehen ist. Die horizontalen Einbauteile 4 und vertikalen Einbauteile 5 dienen zur Befestigung einer Innenverkleidung. Im vorliegenden Beispiel sind Metallplatten 6 angeschweißt.1 shows a partial region of a liquefied gas tank 2 with a concrete wall 3 which tapers upwards and horizontal installation components 4 embedded vertically in the inner wall as well as vertical installation parts 5. On the floor side, a concrete base plate 31 is provided, which is provided with a metal covering 34. The horizontal mounting parts 4 and vertical mounting parts 5 are used for fastening an interior trim. In the present example, metal plates 6 are welded.
Wie Fig. 2 zeigt, sind die vertikalen Einbauteile 5 bündig mit den angrenzenden Betonwänden angeordnet und mit Hilfe von rechtwinklig abstehenden Verankerungselementen 7, welche end- seitig einen Verankerungsfuß 8 aufweisen, in der Betonwand 3 verankert. Die Befestigung der Metallplatten 6 an den vertikalen Einbauteilen 5 erfolgt randseitig.As FIG. 2 shows, the vertical built-in components 5 are arranged flush with the adjacent concrete walls and anchored in the concrete wall 3 with the aid of anchoring elements 7 projecting at right angles and having an anchoring foot 8 at the end. The attachment of the metal plates 6 to the vertical mounting parts 5 takes place at the edge.
Fig. 3 zeigt eine Gleitschalung 9 mit einer Innenschalung 10 und einer Außenschalung 11, welche mit der Errichtung der Betonwand 3 verstellt werden. Der Verstell- beziehungsweise Hubmechanismus ist nicht gezeigt. Die Gleitschalung 9 weist Befestigungseinrichtungen 12 für die Verbindung der Außenschalung 11 mit außenseitig angeordneten, vertikalen Jochfüßen 14 eines Gleitgerüstes und erfindungsgemäß ausgebildete Spannvorrichtungen 19 für die Verbindung der Innenschalung 10 mit innenseitig angeordneten Jochfüßen 14 des Gleitgerüstes sowie zum bündigen Einbringen der vertikalen Einbauteile 5 auf. Die Gleitschalung 9 ist im Bereich der Jochfüße 14 mit horizontalen Arbeitsbühnen 15 versehen, und die vertikalen Jochfüße 14 werden mittels horizontaler Jochträger 13 verbunden. Das vertikale Einbauteil 5 weist eine Höhe auf, welche weit über den horizontalen Jochträger 13 und über vertikale Gerüstpfosten 16 sowie horizontale Gerüstpfosten 17 reichen, welche zur Anordnung einer Arretierungseinrichtung 20 für das vertikale Einbauteil 5 angeordnet sind. Das vertikale Einbauteil 5 ist in Richtung Betonwand 3 mit horizontal auskragenden Verankerungselementen 7 und endseitigen Verankerungsfußen 8 sowie an der der Gleitschalung 9 zugewandten Seite mit regelmäßig angeordneten und über die gesamte Höhe reichenden Führungsbolzen 21 versehen.Fig. 3 shows a sliding formwork 9 with an inner formwork 10 and an outer formwork 11, which are adjusted with the construction of the concrete wall 3. The adjusting or lifting mechanism is not shown. The slip formwork 9 has fastening means 12 for the connection of the outer formwork 11 with arranged on the outside, vertical Jochfüßen 14 of a sliding frame and inventively designed clamping devices 19 for the connection of the inner formwork 10 with the inside arranged Jochfüßen 14 of the sliding frame and for flush introduction of the vertical mounting parts 5. The sliding formwork 9 is provided in the region of the yoke feet 14 with horizontal working platforms 15, and the vertical yoke feet 14 are connected by means of horizontal Jochträger 13. The vertical installation part 5 has a height which extend far beyond the horizontal beam support 13 and via vertical frame posts 16 and horizontal frame posts 17, which are arranged to arrange a locking device 20 for the vertical installation part 5. The vertical mounting part 5 is provided in the direction of the concrete wall 3 with horizontally projecting anchoring elements 7 and end anchoring feet 8 and on the side facing the slip form 9 side with regularly arranged and extending over the entire height guide pin 21.
Diese Führungsbolzen 21 werden für das bündige Eingleiten des vertikalen Einbauteils 5 während der Herstellung der Betonwand 3 benötigt und werden deshalb vor Einstellen des vertikalen Einbauteils 5 in die Gleitschalung 9 auf dessen Vorderseite aufgeschweißt und spätestens nach Fertigstellung der Betonwand 3 wieder von dem vertikalen Einbauteil 5 abgetrennt. Dieses Abtrennen kann relativ effizient durch Schneidbrennen erfolgen.These guide pins 21 are required for the flush sliding in of the vertical insert 5 during the production of the concrete wall 3 and are therefore welded before setting the vertical insert 5 in the slipform 9 on the front and separated again at the latest after completion of the concrete wall 3 of the vertical mounting part 5 , This separation can be done relatively efficiently by flame cutting.
Die Spannvorrichtungen 19 der Gleitschalung 9 sind im Bereich der Schalungstafeln 30 der Innenschalung 10 vorgesehen und dienen dem verspannenden Anlegen des vertikalen Einbauteils 5 unter Einhaltung der Konizität der Betonwand 3.The tensioning devices 19 of the sliding formwork 9 are provided in the area of the formwork panels 30 of the inner formwork 10 and serve for the bracing application of the vertical built-in part 5 while maintaining the conicity of the concrete wall 3.
In den Fig. 4 bis 7 sind weitere Einzelheiten der erfindungsgemäßen Vorrichtung dargestellt. So verdeutlicht Fig. 4 die Ausbildung und Anordnung des vertikalen Einbauteils 5 in einem offenen Bereich der Gleitschalung 9, bei welchem es sich gemäß Fig. 3 um die Innenschalung 10 handelt. Dabei sind zwei Schalungstafeln 30 der Innenschalung 10 in einem derartigen Abstand voneinander gehalten, dass das vertikale Einbauteil 5 mit beidseitigen Längskantenbereichen von etwa 5 mm an den an- grenzenden Schalungstafeln 30 anliegt und damit diese Öffnung der Innenschalung 10 abgedeckt wird.FIGS. 4 to 7 show further details of the device according to the invention. Thus, FIG. 4 illustrates the design and arrangement of the vertical installation part 5 in an open region of the slip formwork 9, in which, according to FIG. 3, the inner formwork 10 is concerned. In this case, two formwork panels 30 of the inner formwork 10 are held at such a distance from one another that the vertical built-in component 5 with longitudinal edge areas of approximately 5 mm on both sides on the other side. adjacent formwork panels 30 is applied and thus this opening of the inner formwork 10 is covered.
Die Verspannung des vertikalen Einbauteils 5 im Bereich der Gleitschalung 9 erfolgt durch die temporär angebrachten Führungsbolzen 21, welche mit ihrem Bolzenkopf die in Längsrichtung angeordneten Führungswinkel 23 hintergreifen. Die spiegelsymmetrisch angeordneten Führungswinkel 23 bilden eine Führungsöffnung 22, welche ein reißverschlussartiges Verstellen mit ständigem Verspannen des an den Schalungstafeln 30 der Gleitschalung 9 anliegenden vertikalen Einbauteils gewährleistet.The clamping of the vertical mounting part 5 in the region of the slip formwork 9 is effected by the temporarily mounted guide pins 21, which engage behind the guide angle 23 arranged in the longitudinal direction with their bolt head. The mirror-symmetrically arranged guide angle 23 form a guide opening 22, which ensures a zipper-like adjustment with constant distortion of the voltage applied to the shuttering panels 30 of the slip form 9 vertical built-in part.
Die Verspannung wird mit Hilfe der Spanneinrichtungen 19 erreicht, welche in vertikaler Richtung übereinander im Bereich der Schalungstafeln 30 beziehungsweise der Innenschalung 10 (siehe auch Fig. 3 und Fig. 6) angeordnet sind. Die Spannvorrichtungen 19 weisen neben den Führungswinkeln 23 einen U- förmigen Schuh 24 mit zwei parallel angeordneten vertikalen Schenkeln 25 und einem horizontalen Verbindungsschenkel 26 auf, wobei der U-förmige Schuh 24 im Bereich des horizontalen VerbindungsschenkeIs 26 mit einer Grundplatte 28 fest verbunden, insbesondere verschweißt ist (siehe auch Fig. 5) . Die Führungswinkel 23 sind mit dem U- förmigen Schuh 24 in Verbindungsbereichen 27 der vertikalen Schenkel 25 verbunden, und die Verbindung und Verspannung der Spanneinrichtungen 19 mit der Gleitschalung 9 und dem vertikalen Einbauteil 5 wird über einen Spannbolzen 33 bewerkstelligt.The clamping is achieved by means of the clamping devices 19, which are arranged one above the other in the vertical direction in the area of the shuttering panels 30 and the inner shuttering 10 (see also FIGS. 3 and 6). The tensioning devices 19 have in addition to the guide angles 23 a U-shaped shoe 24 with two parallel vertical legs 25 and a horizontal connecting leg 26, wherein the U-shaped shoe 24 in the region of horizontal VerbindungsschenkeIs 26 with a base plate 28 firmly connected, in particular welded is (see also Fig. 5). The guide angles 23 are connected to the U-shaped shoe 24 in connecting regions 27 of the vertical legs 25, and the connection and clamping of the clamping devices 19 with the slip form 9 and the vertical insert 5 is accomplished via a clamping bolt 33.
Fig. 5 verdeutlicht die Ausbildung der Grundplatte 28 in Form eine liegenden J, welches einen Schalungskranz 29 der Innenschalung 10 umgreift und die Ausrichtung des vertikalen Einbauteils 5 durch das Zusammenwirken der Führungsbolzen 21 und der Führungswinkel 23 ermöglicht. Die Spannvorrichtungen 19 sind, wie insbesondere Fig. 4 verdeutlicht, im Bereich zwischen Schalungsbegrenzungselementen 32 angeordnet und mit diesen verbunden. Diese Schalungsbegrenzungselemente 32 sind im vorliegenden Ausführungsbeispiel vertikal angeordnete U- Winkel .Fig. 5 illustrates the formation of the base plate 28 in the form of a horizontal J, which surrounds a formwork ring 29 of the inner formwork 10 and the alignment of the vertical insert 5 by the interaction of the guide pin 21 and the guide angle 23 allows. The tensioning devices 19 are, in particular Fig. 4 illustrates, arranged in the region between shuttering limiting elements 32 and connected thereto. These shuttering limiting elements 32 are vertically arranged U-angles in the present embodiment.
In Fig. 6 sind wie in den vorangegangenen und nachfolgenden Figuren identische Merkmale mit identischen Bezugszeichen versehen. Fig. 6 zeigt die Verbindung der Gleitschalung 9 beziehungsweise Innenschalung 10 mit dem vertikalen Jochfuß 14 über die Spannvorrichtungen 19. Die Führungswinkel 23 werden in den zwei übereinander angeordneten Spannvorrichtungen 19 gehalten und reichen über die Innenschalung 10 hinaus. Fig. 6 verdeutlicht auch die Verankerung des vertikalen Einbauteils 5 in der Betonwand 3 mit Hilfe der horizontal auskragenden Verankerungselemente 7 mit dem endseitig angeordneten Verankerungsfuß 8.In Fig. 6 identical features are provided with identical reference numerals as in the preceding and following figures. FIG. 6 shows the connection of the slip formwork 9 or inner formwork 10 with the vertical yoke base 14 via the tensioning devices 19. The guide angles 23 are held in the two superposed tensioning devices 19 and extend beyond the inner formwork 10. Fig. 6 also illustrates the anchoring of the vertical mounting part 5 in the concrete wall 3 by means of the horizontally projecting anchoring elements 7 with the anchoring foot 8 arranged at the end.
Fig. 7 zeigt eine Ansicht eines Führungswinkels 23 (siehe auch Fig. 4) . Fig. 8 und 9 verdeutlichen die Ausbildung der Führungsbolzen 21, welche auf die Vorderseite eines vertikalen Einbauteils 5 aufgeschweißt und nach Fertigstellung der Betonwand 3 durch Trennschneiden wieder entfernt werden. Fig. 7 shows a view of a guide angle 23 (see also Fig. 4). Fig. 8 and 9 illustrate the formation of the guide pins 21, which are welded to the front of a vertical fixture 5 and removed after completion of the concrete wall 3 by cutting again.

Claims

PATENTANSPRUCHE PATENT CLAIMS
1. Verfahren zum Einbringen von vertikalen Einbauteilen in Bauwerke, welche mit einer Gleitschalung errichtet werden, insbesondere in ringförmige Betonwände, dadurch g e k e n n z e i c h n e t , dass die vertikalen Einbauteile (5) vor Anordnung in einem offenen Bereich der Gleitschalung (9) , beispielsweise zwischen zwei Schalungstafeln (30) , mit Führungsbolzen (21) versehen werden, dass die Gleitschalung (9) mit einer Führungsöffnung (22) beim vertikalen Verstellen an dem Führungsbolzen (21) reißverschlussartig geführt wird und die vertikalen Einbauteile (5) entsprechend der Konizität der Betonwand (3) in eine mit der Wandfläche bündige, ebene Lage gebracht werden, und dass spätestens nach Fertigstellung der Betonwand (3) die Führungsbolzen (21) von den vertikalen Einbauteilen (5) abgetrennt werden.1. A method for introducing vertical built-in parts in buildings, which are constructed with a slip form, in particular in annular concrete walls, characterized in that the vertical built-in parts (5) before arrangement in an open area of the slip formwork (9), for example, between two formwork panels ( 30), with guide pins (21) are provided, that the slip formwork (9) with a guide opening (22) when moving vertically on the guide pin (21) is guided like a zipper and the vertical mounting parts (5) corresponding to the taper of the concrete wall (3) be placed in a flush with the wall surface, level position, and that at the latest after completion of the concrete wall (3), the guide pins (21) are separated from the vertical mounting parts (5).
2. Verfahren nach Anspruch 1 , dadurch g e k e n n z e i c h n e t , dass als vertikale Einbauteile (5) schmale, hohe Metallplatten eingesetzt und mit Verankerungselementen (7) in der Betonwand (3) verankert werden. 2. The method according to claim 1, characterized in that as vertical built-in parts (5) narrow, high metal plates used and with anchoring elements (7) in the concrete wall (3) are anchored.
3. Verfahren nach einem der Ansprüche 1 oder 2, dadurch g e k e n n z e i c h n e t , dass die Führungsbolzen (21) mit Hilfe von Schweißverbindungen an der der Gleitschalung (9) zugewandten Vorderseite der vertikalen Einbauteile (5) befestigt und nach dem Einbau der vertikalen Einbauteile (5) durch Brennschneiden wieder entfernt werden.3. The method according to any one of claims 1 or 2, characterized in that the guide pins (21) by means of welded joints on the sliding formwork (9) facing the front of the vertical mounting parts (5) attached and after installation of the vertical mounting parts (5). be removed by flame cutting again.
4. Verfahren nach einem der vorhergehenden Ansprüche, dadurch g e k e n n z e i c h n e t , dass die Führungsbolzen (21) , welche in Längsrichtung gleichmäßig beabstandet an den vertikalen Einbauteilen (5) befestigt werden, von Führungswinkeln (23) , welche die Führungsöffnung (22) der Gleitschalung (9) bilden, hintergriffen werden.4. The method according to any one of the preceding claims, characterized in that the guide pins (21), which are fixed in the longitudinal direction uniformly spaced on the vertical mounting parts (5), of guide angles (23) which the guide opening (22) of the slip form (9 ), are under attack.
5. Verfahren nach einem der vorhergehenden Ansprüche, dadurch g e k e n n z e i c h n e t , dass als vertikale Einbauteile (5) Metallplatten mit einer Höhe bis etwa 5 m eingebracht und während des Ein- gleitens mit Hilfe einer oberhalb der Gleitschalung (9) , insbesondere oberhalb eines Gleitgerüstes (13, 14), angeordneten Einrichtung (20) in der Einbaulage ausgerichtet werden.5. The method according to any one of the preceding claims, characterized in that as vertical built-in parts (5) introduced metal plates with a height of up to about 5 m and during the gliding with the aid of a above the slip formwork (9), in particular above a sliding frame (13 , 14), arranged device (20) are aligned in the installed position.
6. Vorrichtung zum Einbringen von vertikalen Einbauteilen in Bauwerke, insbesondere in ringförmige Betonwände, mit einer Gleitschalung (9), deren Innenschalung (10) und Außenschalung (11) mit einem Gleitgerüst (13, 14) verbunden und mit diesem vertikal verstellbar ist, insbesondere zur Durchführung des Verfahrens nach einem der vorhergehenden Ansprüche , dadurch g e k e n n z e i c h n e t , dass für ein flächenbündiges Einbringen der vertikalen Einbauteile (5) wenigstens in einem offenen Bereich der Innenschalung (10) und/oder Außenschalung (11) Führungswinkel (23) unter Ausbildung einer vertikal ausgerichteten Führungsöffnung (22) für temporär an den vertikalen Einbauteilen (5) befestigte Führungsbolzen (21) angeordnet und an wenigstens zwei Spannvorrichtungen (19) der Gleitschalung befestigt sind, und dass die Einbauteile (5) mit Hilfe der Spannvorrichtungen (19) randseitig an der Innenschalung (10) und/oder Außenschalung (11) gehalten sind.6. Device for introducing vertical components in buildings, in particular in annular concrete walls, with a slip formwork (9), the inner formwork (10) and outer formwork (11) with a sliding frame (13, 14) and is vertically adjustable with this, in particular for carrying out the method according to one of the preceding claims, characterized in that at least in an open area of the inner formwork (10) and / or outer formwork (11) guide angles (23) for a flush insertion of the vertical built-in parts (5) to form a vertically oriented guide opening (22) for temporarily on the vertical built-in parts (5) fixed guide pins (21) are arranged and attached to at least two clamping devices (19) of the slip formwork, and that the built-in parts (5) by means of the clamping devices (19) at the edge of the inner formwork (10) and / or outer formwork (11) are held.
7. Vorrichtung nach Anspruch 6, dadurch g e k e n n z e i c h n e t , dass die Führungswinkel (23) spiegelsymmetrisch angeordnet und beidseitig der Führungsöffnung (22) zum reißverschlussartigen Hintergreifen der temporär an den vertikalen Einbauteilen (5) angeordneten Führungsbolzen (21) ausgebildet sind.7. The device according to claim 6, characterized in that the guide angles (23) are arranged mirror-symmetrically and on both sides of the guide opening (22) for zipper-like engagement behind the temporarily on the vertical mounting parts (5) arranged guide pins (21) are formed.
8. Vorrichtung nach Anspruch 6 oder 7, dadurch g e k e n n z e i c h n e t , dass die Führungswinkel (23) wenigstens über die Höhe der Schalungstafeln (30) der Innenschalung (10) und/oder Außenschalung (11) reichen.8. Device according to claim 6 or 7, characterized in that the guide angles (23) extend at least over the height of the formwork panels (30) of the inner formwork (10) and / or outer formwork (11).
9. Vorrichtung nach einem der Ansprüche 6 bis 8, dadurch g e k e n n z e i c h n e t , dass die Spannvorrichtungen (19) jeweils einen U-förmigen Schuh (24) aufweisen und die Führungswinkel (23) im Bereich von vertikalen Schenkeln (25) mit dem U-förmigen Schuh (24) , beispielsweise mittels Schweißverbindungen, verbunden sind. 9. Device according to one of claims 6 to 8, characterized in that the clamping devices (19) each have a U-shaped shoe (24) and the guide angle (23) in the region of vertical legs (25) with the U-shaped shoe (24), for example by means of welded joints, are connected.
10. Vorrichtung nach einem der Ansprüche 6 bis 9, dadurch g e k e n n z e i c h n e t , dass die Spannvorrichtungen (19) jeweils eine Grundplatte (28) aufweisen, welche mit dem U-förmigen Schuh (24) im Bereich eines horizontalen Schenkels (26) verbunden, insbesondere verschweißt, ist.10. Device according to one of claims 6 to 9, characterized in that the clamping devices (19) each have a base plate (28), which connected to the U-shaped shoe (24) in the region of a horizontal leg (26), in particular welded , is.
11. Vorrichtung nach Anspruch 10, dadurch g e k e n n z e i c h n e t , dass die Grundplatte (28) zum Umgreifen eines Schalungskranzes (29) und zum Verspannen mit Hilfe eines Spannbolzens (33) ausgebildet ist, wobei das vertikale Einbauteil (5) über die Führungswinkel (23) und Führungsbolzen (21) zu einer dichten randseitigen Anlage an die Schalungstafeln (30) bringbar ist.11. The device according to claim 10, characterized in that the base plate (28) for encompassing a formwork ring (29) and for clamping by means of a clamping bolt (33) is formed, wherein the vertical mounting part (5) on the guide angle (23) and Guide pin (21) to a tight edge-side contact with the formwork panels (30) can be brought.
12. Vorrichtung nach einem der Ansprüche 6 bis 11, dadurch g e k e n n z e i c h n e t , dass die Spanneinrichtungen (19) jeweils im Bereich ihrer Grundplatte (28) mit den vertikal angeordneten Jochfüßen (14) des Gleitgerüstes verbunden sind.12. Device according to one of claims 6 to 11, characterized in that the clamping devices (19) are each connected in the region of their base plate (28) with the vertically arranged yoke feet (14) of the sliding frame.
13. Vorrichtung nach einem der Ansprüche 6 bis 12, dadurch g e k e n n z e i c h n e t , dass jeweils oberhalb der horizontal angeordneten Jochträger (13) des Gleitgerüstes eine Einrichtung (20) zur Ausrichtung des jeweiligen vertikalen Einbauteils (5) angeordnet ist. 13. Device according to one of claims 6 to 12, characterized in that there is arranged in each case above the horizontally arranged Jochträger (13) of the sliding frame means (20) for aligning the respective vertical mounting part (5).
EP05798491A 2005-09-28 2005-09-28 Method for inserting vertical mounting parts into structures, which are erected with a sliding form, particularly in annular concrete walls, and device for carrying out the method Not-in-force EP1727952B1 (en)

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Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100921254B1 (en) 2007-11-19 2009-10-13 한서기공(주) Silo constructing method
ES2327199B1 (en) * 2008-04-24 2010-07-22 Acciona Windpower, S.A. SUPPORT SUPPORT FOR A MARINE AEROGENERATOR, MANUFACTURING PROCEDURE AND INSTALLATION METHOD.
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.
JP2012241399A (en) * 2011-05-18 2012-12-10 Ohbayashi Corp Method for constructing concrete structure using slip form method, and movable formwork for slip form device
JP6202729B2 (en) * 2013-06-27 2017-09-27 株式会社Ihi Construction method of cylindrical tank
EP2871304B1 (en) * 2013-11-12 2017-01-18 ULMA C y E, S. COOP. Self-climbing system for scaffold units in construction works of buildings
DE202015002648U1 (en) 2015-04-14 2015-12-14 JORDAHL GmbH Guide plate for installation of built-in parts
EP3228776A1 (en) * 2016-04-08 2017-10-11 DOKA GmbH Climbing formwork and method for erection of a concrete structure
WO2021140359A1 (en) * 2020-01-08 2021-07-15 Simem S.P.A. A climbing formwork system for mass concrete construction, in particular for building a dam or for hydropower industry, and a method for building a mass concrete construction
CN112392313A (en) * 2020-11-25 2021-02-23 陕西天工建设有限公司 Bin construction process
CN114263344B (en) * 2022-01-13 2023-05-23 中煤第三建设（集团）有限责任公司 Sliding film platform for construction of conical shell scaffold
CN114961234A (en) * 2022-05-29 2022-08-30 中国五冶集团有限公司 Shear wall formwork structure for deformation joint and construction method

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB837036A (en) * 1956-06-07 1960-06-09 Siemens Bauunion Gmbh Improvements in or relating to staging devices for use in building
US3497579A (en) * 1965-03-25 1970-02-24 Maurice Barron Slip forming apparatus and method
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
DE3428670C1 (en) * 1984-08-03 1986-04-30 Wayss & Freytag Ag, 6000 Frankfurt Method and device for surface-flush positioning of installation elements in sliding forms

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2006108448A1 *

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ATE378487T1 (en) 2007-11-15
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JP2007534870A (en) 2007-11-29

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