EP0982109A1 - Side-member for form-table and method for adjusting said side-member - Google Patents

Side-member for form-table and method for adjusting said side-member Download PDF

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Publication number
EP0982109A1
EP0982109A1 EP99116608A EP99116608A EP0982109A1 EP 0982109 A1 EP0982109 A1 EP 0982109A1 EP 99116608 A EP99116608 A EP 99116608A EP 99116608 A EP99116608 A EP 99116608A EP 0982109 A1 EP0982109 A1 EP 0982109A1
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EP
European Patent Office
Prior art keywords
sheet pile
elements
edge
profile
sheet
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Granted
Application number
EP99116608A
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German (de)
French (fr)
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EP0982109B1 (en
Inventor
Hubert Wilz
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HSP Hoesch Spundwand und Profil GmbH
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Hubert Wilz
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    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00—Moulds; Cores; Mandrels
    • B28B7/02—Moulds with adjustable parts specially for modifying at will the dimensions or form of the moulded article
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00—Geometrical or physical properties
    • E02D2200/16—Shapes
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00—Production methods
    • E02D2250/0007—Production methods using a mold
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/02—Sheet piles or sheet pile bulkheads
    • E02D5/03—Prefabricated parts, e.g. composite sheet piles
    • E02D5/10—Prefabricated parts, e.g. composite sheet piles made of concrete or reinforced concrete
    • E02D5/12—Locking forms; Edge joints; Pile crossings; Branch pieces

Definitions

  • the invention relates to a provided on a formwork table Edge setting for casting a precast element from concrete or another material with a border for one essentially horizontal connection of the finished part to one of several connected profile elements, especially sheet piles existing, essentially vertical sheet pile as well a method for setting such a margin.
  • a sheet pile wall consists of several, in the ground driven or free-standing sheet piles with Assembled their locks into a coherent wall are.
  • sheet pile construction it is often necessary Concrete parts horizontally with a vertical sheet pile to connect or connect to it. This occurs Problem on that due to the profile or waveform Sheet piles themselves and due to an inaccurate laying method a sheet pile wall by ramming or placing the sheet piles the sheet pile created has no straight connection surface. It is therefore common to have a vertical sheet pile Finished parts to be connected horizontally, in particular made of concrete pour on site, using a locally made one Formwork.
  • the object of the invention is to show a way that one simple and inexpensive horizontal connection of a finished part, especially concrete, to a substantially vertical standing sheet pile, in particular steel sheet pile connected steel profiles.
  • a switching table provided an edge setting, which consists of several movably connected form elements that the respective profile elements or sheet piles of the created Sheet piling have corresponding profiles and locks and that on the formwork table can be adjusted or positioned horizontally.
  • edge setting which consists of several movably connected form elements that the respective profile elements or sheet piles of the created Sheet piling have corresponding profiles and locks and that on the formwork table can be adjusted or positioned horizontally.
  • the height of the edge rest or its form elements can be chosen in this way be that the finished part optionally the low height has a so-called filigree ceiling or the thickness of a finished building ceiling and connected building parts.
  • the edge stop is off individual profile elements or sheet pile elements of each used sheet pile profile of the sheet pile created.
  • the profile elements of the sheet pile possibly also the Edge adjustment, on the one hand, from the standardized or standardized Sheet piles are made or specially made Special molded parts of the sheet pile.
  • the latter can, for example special profile elements connected by welding to form an angle element his.
  • a method of adjusting one provided on a formwork table Edge setting for casting a finished part with a Edge for an essentially horizontal connection of the finished part one of several connected profile elements, in particular sheet piles, essentially vertical Sheet pile created is characterized by the invention from that the position of the profile elements in a horizontal plane the sheet pile created is measured, and that of several movably connected form elements Edge adjustment adapted to the measured position of the profile elements by adjusting the shape elements horizontally.
  • Adjustments can be made for horizontal adjustment use that attack the form elements.
  • the form elements can also be aligned manually and position and then with magnets, suction cups or other fixation devices.
  • This solution is advantageous if the shaped elements are made Steel.
  • the use of a is also recommended here Steel tables as formwork tables.
  • the horizontal position of the sheet pile is thus documented or measured on site at the created structure, and the data obtained in this way will then become factory on the edge setting for prefabrication of a precisely fitting finished part transfer.
  • This prefabrication creates one cost-effective and rational construction for sheet piling, connected with prefabricated parts, especially precast concrete parts are.
  • the terms sheet pile and sheet pile are to be interpreted broadly here and should basically include all wall structures, that consist of several components that are connected laterally are created.
  • a portion of a rim rest 20 for a straight line Wall section On the top of a concrete table shown in Fig.1 10 is a portion of a rim rest 20 for a straight line Wall section arranged.
  • the margin 20 is off joined together a plurality of molded elements 22, which are connected to each other at their side edges so that they can be rotated against each other to a certain extent.
  • the rotatable connection between the individual form elements 22 can be realized with the help of locks 24, which by can be of a type known from sheet pile construction.
  • each second of the shaped elements 22 each have two adjusting devices 26 articulated with one end at 29.
  • the other ends of the adjustment devices 26 are at 27 on a strip 12 articulated, which is firmly attached to the concreting table 10.
  • the individual adjustment devices 26 can preferably by manual operation shortened or lengthened by a certain distance become. By operating the adjustment devices accordingly 26 can thus the rest of the concrete table 10 freely movable molded elements 22 each for itself be brought into a predetermined horizontal position.
  • Figure 2 is a top view of an already created one vertical steel sheet pile 30.
  • the steel sheet pile 30 consists of several, driven into the ground or steel sheet piles 32 standing on the ground, which over their locks 34 connected to each other in a conventional manner are.
  • Fig.1 With the help of the arrangement shown in Fig.1 one in Prefabricate Fig.2 shown concrete part 40 so that the Edge 42 of the precast concrete part 40 exactly the waveform of the created Sheet pile 30 follows.
  • the Edge adjustment 20 uses such shaped elements 22 that same profile as that in the sheet pile 30 created used sheet piles 32. Equally, they can Locks 24 of the molded elements 22 with the locks 34 of the Sheet piles 32 match. It is preferably the shaped elements 22 around elements of the actually used Profiles of sheet piles 32.
  • prefabricated prefabricated concrete part 40 can then go to the construction site brought and there to fit the sheet pile 30 horizontally be connected.
  • precast concrete part 40 can be provided on the sheet pile height adjustable support 36 his.
  • the adjustment devices 26 can, as indicated in Fig.1, in Form of length-adjustable screw connections and clamp connections be designed with threaded rods and set screws.
  • FIG. 3 shows another embodiment for a special one Jutsector 26 for use e.g. in an arrangement according to Fig. 1.
  • the adjustment device 80 consists of two Threaded rods 81 and 82, which are connected to one another via a screw connection 83 are connected.
  • One end of the threaded rods each 81, 82 is by an articulated anchoring with a sheet pile element at 29 and connected to the concreting table at 27.
  • the threaded rods 81 and 82 shifted so that the distance between the Anchor points 84 and 85 shortened or extended.
  • the shaped elements 22 can be rotated or adjusted be that the desired profile of edge training arises.
  • Figures 4 and 5 show examples of a kinked or arcuate construction section of a sheet pile wall.
  • Fig.5 is used to measure the profile of the shown Circular arc segment the center x of the circle as an imaginary reference point.
  • the invention is not based on the illustrated embodiments limited. For example, depending on the sheet pile profile used in each case one or two adjustment devices on every or every second shaped element to be appropriate.
  • the concreting table can be one Vibrating or vibration table or simple formwork pads act.

Abstract

A pre-fabricated element is formed horizontally abutting sheet piles by an edge construction comprising movably interconnected mould parts (22) corresponding to the profiles forming the sheet pile wall. Clasps (24) are preferably provided in the mould parts for securing adjacent parts together. The claps are horizontally positionable in the shuttering. An independent claim is also claimed for a method of altering the edge construction of a shuttering using the above construction.

Description

Die Erfindung betrifft eine auf einem Schaltisch vorgesehene Randabstellung zum Gießen eines Fertigteils aus Beton oder auch einem anderen Material mit einem Rand für einen im wesentlichen horizontalen Anschluß des Fertigteils an eine aus mehreren zusammenhängenden Profilelementen, insbesondere Spundbohlen bestehende, im wesentlichen senkrecht erstellte Spundwand sowie ein Verfahren zum Einstellen einer derartigen Randabstellung.The invention relates to a provided on a formwork table Edge setting for casting a precast element from concrete or another material with a border for one essentially horizontal connection of the finished part to one of several connected profile elements, especially sheet piles existing, essentially vertical sheet pile as well a method for setting such a margin.

Eine Spundwand besteht bekanntlich aus mehreren, in das Erdreich eingerammten oder freistehenden Spundbohlen, die mit Hilfe ihrer Schlösser zu einer zusammenhängenden Wand zusammengefügt sind. In der Spundwandbauweise ist es häufig erforderlich, Betonteile horizontal mit einer vertikal stehenden Spundwand zu verbinden bzw. daran anzuschließen. Hierbei tritt das Problem auf, daß aufgrund der Profil- bzw. Wellenform der Spundbohlen selbst und aufgrund einer ungenauen Verlegeweise einer Spundwand durch Einrammen oder Stellen der Spundbohlen die erstellte Spundwand keine geradlinige Anschlußfläche hat. Es ist deshalb üblich, mit einer vertikal stehenden Spundwand horizontal zu verbindende Fertigteile insbesondere aus Beton vor Ort zu gießen, und zwar unter Verwendung einer vor Ort angefertigten Schalung. In diesem Zusammenhang ist es auch bekannt, Stahlbeton-Decken mit geradem Anschlußstück vorzufertigen und mit einer vor Ort angefertigten Schalung den Spundwandwellen anzupassen und mit ihnen auszurichten. Diese Vorgehensweise ist sehr kostenintensiv und zeitaufwendig.As is well known, a sheet pile wall consists of several, in the ground driven or free-standing sheet piles with Assembled their locks into a coherent wall are. In sheet pile construction, it is often necessary Concrete parts horizontally with a vertical sheet pile to connect or connect to it. This occurs Problem on that due to the profile or waveform Sheet piles themselves and due to an inaccurate laying method a sheet pile wall by ramming or placing the sheet piles the sheet pile created has no straight connection surface. It is therefore common to have a vertical sheet pile Finished parts to be connected horizontally, in particular made of concrete pour on site, using a locally made one Formwork. In this context it is also known Prefabricate reinforced concrete ceilings with a straight connector and with a formwork made on site, the sheet piling adapt and align with them. This approach is very expensive and time consuming.

Aufgabe der Erfindung ist es, einen Weg aufzuzeigen, der einen einfachen und kostengünstigen horizontalen Anschluß eines Fertigteils, insbesondere aus Beton, an eine im wesentlichen senkrecht stehende Spundwand, insbesondere Stahlspundwand aus zusammenhängenden Stahlprofilen, ermöglicht. The object of the invention is to show a way that one simple and inexpensive horizontal connection of a finished part, especially concrete, to a substantially vertical standing sheet pile, in particular steel sheet pile connected steel profiles.

Zur Lösung dieser Aufgabe ist nach der Erfindung zum Gießen eines Fertigteils mit einem Rand für einen im wesentlichen horizontalen Anschluß des Fertigteils an eine aus mehreren zusammenhängenden Profilelementen, insbesondere Spundbohlen, bestehende, im wesentlichen senkrecht erstellte Spundwand auf einem Schaltisch eine Randabstellung vorgesehen, welche aus mehreren beweglich zusammenhängenden Formelementen besteht, die den jeweiligen Profilelementen bzw. Spundbohlen der erstellten Spundwand entsprechende Profile und Schlösser haben und die auf dem Schaltisch horizontal verstellbar bzw. positionierbar sind. Auf diese Weise ist es möglich, die Formelemente dem oder den tatsächlichen Profilen und der tatsächlichen Lage der Profilelemente bzw. Spundbohlen in einer Horizontalebene der bereits erstellten Spundwand anzupassen und ein Fertigteil vorzufertigen, das mit der erstellten Spundwand flächig und paßgenau horizontal verbunden werden kann. Die Bezeichnung Profil umfaßt hier nicht nur die Form, sondern auch die Abmaße.To solve this problem, according to the invention for casting a finished part with an edge for one essentially horizontal connection of the finished part to one of several connected profile elements, especially sheet piles, existing, essentially vertical sheet pile a switching table provided an edge setting, which consists of several movably connected form elements that the respective profile elements or sheet piles of the created Sheet piling have corresponding profiles and locks and that on the formwork table can be adjusted or positioned horizontally. In this way it is possible to use the shaped elements actual profiles and the actual location of the profile elements or sheet piles in a horizontal plane already adapt the sheet pile created and prefabricate a prefabricated part, that with the sheet pile created flat and a perfect fit horizontally can be connected. The term profile includes not only the shape here, but also the dimensions.

Die Höhe der Randabstellung bzw. deren Formelemente kann so gewählt werden, daß das Fertigteil wahlweise die geringe Höhe einer sogenannten Filigrandecke aufweist oder die Dicke einer fertigen Bauwerksdecke und anzuschließenden Bauwerksteilen.The height of the edge rest or its form elements can be chosen in this way be that the finished part optionally the low height has a so-called filigree ceiling or the thickness of a finished building ceiling and connected building parts.

Bei einer bevorzugten Weiterbildung ist die Randabstellung aus einzelnen Profilelementen bzw. Spundbohlenelementen des jeweils benutzten Spundbohlenprofils der erstellten Spundwand zusammengesetzt.In a preferred development, the edge stop is off individual profile elements or sheet pile elements of each used sheet pile profile of the sheet pile created.

Die Profilelemente der Spundwand, gegebenenfalls auch der Randabstellung, können zum einen aus den genormten bzw. standardisierten Spundbohlen bestehen oder auch speziell gefertigte Sonderformteile der Spundwand sein. Letztere können beispielsweise durch Schweißen zu einem Winkelelement verbundene Sonderprofilelemente sein.The profile elements of the sheet pile, possibly also the Edge adjustment, on the one hand, from the standardized or standardized Sheet piles are made or specially made Special molded parts of the sheet pile. The latter can, for example special profile elements connected by welding to form an angle element his.

Ein Verfahren zum Einstellen einer auf einem Schaltisch vorgesehenen Randabstellung zum Gießen eines Fertigteils mit einem Rand für einen im wesentlichen horizontalen Anschluß des Fertigteils an eine aus mehreren zusammenhängenden Profilelementen, insbesondere Spundbohlen bestehende, im wesentlichen senkrecht erstellte Spundwand zeichnet sich nach der Erfindung dadurch aus, daß die Lage der Profilelemente in einer Horizontalebene der erstellten Spundwand vermessen wird, und die aus mehreren beweglich zusammenhängenden Formelementen gebildete Randabstellung an die vermessene Lage der Profilelemente angepaßt wird, und zwar durch horizontales Einstellen der Formelemente.A method of adjusting one provided on a formwork table Edge setting for casting a finished part with a Edge for an essentially horizontal connection of the finished part one of several connected profile elements, in particular sheet piles, essentially vertical Sheet pile created is characterized by the invention from that the position of the profile elements in a horizontal plane the sheet pile created is measured, and that of several movably connected form elements Edge adjustment adapted to the measured position of the profile elements by adjusting the shape elements horizontally.

Für das horizontale Verstellen kann man Justiervorrichtungen verwenden, die an den Formelementen angreifen.Adjustments can be made for horizontal adjustment use that attack the form elements.

Alternativ kann man die Formelemente auch manuell ausrichten und positioniren und anschließend mit Magneten, Saugnäpfen oder anderen Fixiervorrichtungen feststellen.Alternatively, the form elements can also be aligned manually and position and then with magnets, suction cups or other fixation devices.

Ferner kann man auch zunächst die Fixiervorrichtungen insbesondere in Form von Magneten entsprechend der vermessenen Lage auf dem Schaltisch positionieren und danach die Formelemente ansetzen. Diese Lösung ist von Vorteil, wenn die Formelemente aus Stahl bestehen. Ferner empfiehlt sich hier der Einsatz eines Stahltisches als Schaltisch.Furthermore, one can also first of all fix the fixtures in particular in the form of magnets according to the measured position position the formwork table and then attach the form elements. This solution is advantageous if the shaped elements are made Steel. The use of a is also recommended here Steel tables as formwork tables.

Nach der Erfindung wird somit die horizontale Lage der Spundwand am erstellten Bauwerk vor Ort dokumentiert bzw. vermessen, und die auf diese Weise gewonnenen Daten werden dann werkseitig auf die Randabstellung zum Vorfertigen eines paßgenauen Fertigteils übertragen.According to the invention, the horizontal position of the sheet pile is thus documented or measured on site at the created structure, and the data obtained in this way will then become factory on the edge setting for prefabrication of a precisely fitting finished part transfer.

Nach der Erfindung wird somit die Möglichkeit geschaffen, die Spundwandformen und die Toleranzen der Profilelemente einer an einer Baustelle vorgegebenen Spundwand schon werkseitig in an die Spundwand horizontal anzuschließende Fertigteile, z.B. aus Beton, einzuarbeiten. Durch diese Vorfertigung entsteht eine kostengünstige und rationalle Bauweise für Spundwandbauwerke, die mit Fertigteilen, insbesondere Betonfertigteilen, verbunden sind. Die Begriffe Spundwand und Spundbohle sind hier weit auszulegen und sollen grundsätzlich alle Wandkonstruktionen umfassen, die aus mehreren seitlich miteinander verbundenen Bauteilen erstellt sind.According to the invention, the possibility is thus created that Sheet pile shapes and the tolerances of the profile elements sheet piling specified at a construction site in the factory the prefabricated parts to be connected horizontally, e.g. out Concrete to incorporate. This prefabrication creates one cost-effective and rational construction for sheet piling, connected with prefabricated parts, especially precast concrete parts are. The terms sheet pile and sheet pile are to be interpreted broadly here and should basically include all wall structures, that consist of several components that are connected laterally are created.

Bevorzugte Ausführungsbeispiele der Erfindung sollen anhand der Zeichnungen erläutert werden. Es zeigen:

  • Fig.1 eine Ansicht von oben auf einen Teil eines Schal- oder Betoniertisches mit einer nach der Erfindung ausgebildeten Randabstellung,
  • Fig.2 eine Ansicht von oben auf einen Teil einer erstellten Stahlspundwand mit einem unter Verwendung der Erfindung vorgefertigten Betonfertigteil,
  • Fig.3 eine spezielle alternative Ausführungsform für in der erfindungsgemäßen Randabstellung verwendbare Justiervorrichtungen,
  • Fig.4 ein Beispiel für einen abgewinkelten Konstruktionsabschnitt einer Spundwand und
  • Fig.5 ein Beispiel für einen kreisbogenförmigen Konstruktionsabschnitt einer Spundwand.
    • Preferred embodiments of the invention will be explained with reference to the drawings. Show it:
  • 1 shows a view from above of a part of a formwork or concrete table with an edge stop designed according to the invention,
  • 2 shows a view from above of a part of a steel sheet pile with a prefabricated concrete part prefabricated using the invention,
  • 3 shows a special alternative embodiment for adjustment devices which can be used in the edge setting according to the invention,
  • 4 shows an example of an angled construction section of a sheet pile wall
  • 5 shows an example of an arcuate construction section of a sheet pile wall.

    • Auf der Oberseite eines in Fig.1 dargestellten Betoniertisches 10 ist ein Abschnitt einer Randabstellung 20 für einen geradlinigen Wandabschnitt angeordnet. Die Randabstellung 20 ist aus mehreren aneinandergereihten Formelementen 22 zusammengefügt, die an ihren Seitenkanten so miteinander verbunden sind, daß sie um ein gewisses Ausmaß gegeneinander verdrehbar sind. Die drehbewegliche Verbindung zwischen den einzelnen Formelementen 22 kann mit Hilfe von Schlössern 24 verwirklicht sein, die von einer aus der Spundwandbauweise bekannten Bauart sein können.On the top of a concrete table shown in Fig.1 10 is a portion of a rim rest 20 for a straight line Wall section arranged. The margin 20 is off joined together a plurality of molded elements 22, which are connected to each other at their side edges so that they can be rotated against each other to a certain extent. The rotatable connection between the individual form elements 22 can be realized with the help of locks 24, which by can be of a type known from sheet pile construction.

    Bei dem in Fig.1 dargestellten Ausführungsbeispiel sind an jedem zweiten der Formelemente 22 jeweils zwei Justiervorrichtungen 26 mit ihrem einen Ende bei 29 angelenkt. Die anderen Enden der Justiervorrichtungen 26 sind bei 27 an einer Leiste 12 angelenkt, die auf dem Betoniertisch 10 fest angebracht ist. Die einzelnen Justiervorrichtungen 26 können durch vorzugsweise manuelle Betätigung um eine gewisse Strecke verkürzt oder verlängert werden. Durch entsprechende Betätigung der Justiervorrichtungen 26 können somit die im übrigen auf dem Betoniertisch 10 frei beweglich angeordneten Formelemente 22 jeweils für sich in eine vorgegebene horizontale Lage gebracht werden.In the embodiment shown in Fig.1 are on each second of the shaped elements 22 each have two adjusting devices 26 articulated with one end at 29. The other ends of the adjustment devices 26 are at 27 on a strip 12 articulated, which is firmly attached to the concreting table 10. The individual adjustment devices 26 can preferably by manual operation shortened or lengthened by a certain distance become. By operating the adjustment devices accordingly 26 can thus the rest of the concrete table 10 freely movable molded elements 22 each for itself be brought into a predetermined horizontal position.

    Fig.2 ist eine Draufsicht auf eine bereits erstellte, im wesentlichen senkrecht stehende Stahlspundwand 30. Die Stahlspundwand 30 besteht aus mehreren, in das Erdreich eingetrieben oder auf dem Erdreich stehenden Stahlspundbohlen 32, die über ihre Schlösser 34 in herkömmlicher Weise miteinander verbunden sind.Figure 2 is a top view of an already created one vertical steel sheet pile 30. The steel sheet pile 30 consists of several, driven into the ground or steel sheet piles 32 standing on the ground, which over their locks 34 connected to each other in a conventional manner are.

    Mit Hilfe der in Fig.1 dargestellten Anordnung kann man ein in Fig.2 dargestelltes Betonfertigteil 40 so vorfertigen, daß der Rand 42 des Betonfertigteils 40 genau dem Wellenverlauf der erstellten Spundwand 30 folgt. Zu diesem Zweck werden für die Randabstellung 20 solche Formelemente 22 verwendet, die das gleiche Profil wie die jeweils in der erstellten Spundwand 30 benutzten Spundbohlen 32 haben. Gleichermaßen können die Schlösser 24 der Formelemente 22 mit den Schlössern 34 der Spundbohlen 32 übereinstimmen. Vorzugsweise handelt es sich bei den Formelementen 22 um Elemente der tatsächlich verwendeten Profile der Spundbohlen 32.With the help of the arrangement shown in Fig.1 one in Prefabricate Fig.2 shown concrete part 40 so that the Edge 42 of the precast concrete part 40 exactly the waveform of the created Sheet pile 30 follows. For this purpose, for the Edge adjustment 20 uses such shaped elements 22 that same profile as that in the sheet pile 30 created used sheet piles 32. Equally, they can Locks 24 of the molded elements 22 with the locks 34 of the Sheet piles 32 match. It is preferably the shaped elements 22 around elements of the actually used Profiles of sheet piles 32.

    In einer Horizontalebene, in der das zu erstellende Betontfertigteil 40 flächig an die bereits erstellte Spundwand 30 anschließen soll, wird die horizontale Lage der Spundbohlen 32 meßtechnisch erfaßt, beispielsweise unter Bezugnahme auf eine in der horizontalen Meßebene liegende gedachte Gerade 33, die der lage der Leiste 12 auf dem Betoniertisch 10 entspricht. Unter Verwendung der meßtechnisch erfaßten Daten werden dann mit Hilfe der einzelnen Justiervorrichtungen 26 die Formelemente 22 in eine solche horizontale Lage verstellt, daß der Verlauf der Randabstellung 20 mit dem tatsächlichen Verlauf der Spundwand 30 übereinstimmt.In a horizontal plane, in which the precast concrete to be created 40 connect flat to the sheet pile 30 already created the horizontal position of the sheet piles 32 recorded by measurement, for example with reference to a imaginary straight line 33 lying in the horizontal measuring plane, the corresponds to the position of the bar 12 on the concreting table 10. Under Use of the metrologically recorded data are then with With the help of the individual adjusting devices 26, the shaped elements 22 adjusted in such a horizontal position that the course of the Edge adjustment 20 with the actual course of the sheet pile wall 30 matches.

    Das mit Hilfe der in Fig.1 gezeigten Anordnung beispielsweise werkseitig vorgefertigte Betonfertigteil 40 kann dann zur Baustelle gebracht und dort paßgenau an die Spundwand 30 horizontal angeschlossen werden. Zum Tragen des Betonfertigteils 40 können an der Spundwand höhenverstellbare Auflager 36 vorgesehen sein.That with the help of the arrangement shown in Fig.1, for example prefabricated prefabricated concrete part 40 can then go to the construction site brought and there to fit the sheet pile 30 horizontally be connected. For carrying the precast concrete part 40 can be provided on the sheet pile height adjustable support 36 his.

    Die Justiervorrichtungen 26 können, wie in Fig.1 angedeutet, in Form längenverstellbarer Schraubenverbindungen und Klemmverbindungen mit Gewindestäben und Stellschrauben ausgebildet sein.The adjustment devices 26 can, as indicated in Fig.1, in Form of length-adjustable screw connections and clamp connections be designed with threaded rods and set screws.

    Es ist darüber hinaus möglich, zusätzlich oder alternativ die Lage der Formelemente der Randabstellung durch Magnete und/oder Gewichte zu fixieren, nachdem die Formelemente und/oder die Magnete und Gewichte justiert worden sind. Beispielsweise kann man auch die Magnete und/oder Gewichte meßtechnisch justieren und die Formteile durch Verstellen zur Anlage an diese bringen.It is also possible to additionally or alternatively the Position of the shaped elements of the rim by magnets and / or Fix weights after the form elements and / or the Magnets and weights have been adjusted. For example one can also adjust the magnets and / or weights by measurement and bring the molded parts into contact with them by adjusting them.

    Fig.3 zeigt ein weiteres Ausführungsbeispiel für eine spezielle Jsutiervorrichtung 26 für die Verwendung z.B. in einer Anordnung gemäß Fig.1. Die Justiervorrichtung 80 besteht aus zwei Gewindestangen 81 und 82, die über eine Verschraubung 83 miteinander verbunden sind. Jeweils ein Ende der Gewindestangen 81, 82 ist durch eine gelenkige Verankerung mit einem Spundwandelement bei 29 und mit dem Betoniertisch bei 27 verbunden. Mittels der Verschraubung 83 werden die Gewindestangen 81 und 82 so zueinander verschoben, daß sich der Abstand zwischen den Verankerungspunkten 84 und 85 verkürzt oder verlängert. Auf diese Weise können die Formelemente 22 so verdreht bzw. verstellt werden, daß das gewünschte Profil der Randausbildung entsteht.3 shows another embodiment for a special one Jutsector 26 for use e.g. in an arrangement according to Fig. 1. The adjustment device 80 consists of two Threaded rods 81 and 82, which are connected to one another via a screw connection 83 are connected. One end of the threaded rods each 81, 82 is by an articulated anchoring with a sheet pile element at 29 and connected to the concreting table at 27. The threaded rods 81 and 82 shifted so that the distance between the Anchor points 84 and 85 shortened or extended. On in this way, the shaped elements 22 can be rotated or adjusted be that the desired profile of edge training arises.

    Die Figuren 4 und 5 zeigen Beispiele für einen abgeknickten bzw. bogenförmigen Konstruktionsabschnitt einer Spundwand.Figures 4 and 5 show examples of a kinked or arcuate construction section of a sheet pile wall.

    In Fig.4 ist ein um 90° abgeknicktes Winkelelement gezeigt, bei dem es sich um eine Schweißkonstruktion handelt. Die gedachte Linie zur Vermessung dieses speziellen Profils ist hier mit x angezeigt. 4 shows an angle element which is bent by 90 °, at which is a welded construction. The imagined The line for measuring this special profile is here with x displayed.

    In Fig.5 dient zur Vermessung des Profils vom dargestellten Kreisbogensegment der Kreismittelpunkt x als gedachter Bezugspunkt.In Fig.5 is used to measure the profile of the shown Circular arc segment the center x of the circle as an imaginary reference point.

    Für die speziellen Spundwandabschnitte der Fig.4 und 5 werden die entsprechenden Formelemente auf dem Schal- oder Betoniertisch jeweils entsprechend den Vermessungsdaten formmäßig ausgewählt und eingestellt, wie anhand der Fig.1 und 3 erläutert. Hierbei kann man vorzugsweise wiederum entsprechende Sonder-Profilelemente der Spundwand als die Formelemente verwenden.For the special sheet pile sections of Figures 4 and 5 the corresponding form elements on the formwork or concrete table formally selected according to the measurement data and set, as explained with reference to FIGS. 1 and 3. In this case, one can preferably use corresponding special profile elements use the sheet pile as the form elements.

    Die Erfindung ist nicht auf die dargestellten Ausführungsbeispiele beschränkt. So können beispielsweise in Abhängigkeit von dem jeweils verwendeten Spundbohlenprofil eine oder zwei Justiervorrichtungen an jedem oder jedem zweiten Formelement angebracht sein. Bei dem Betoniertisch kann es sich um einen Rüttel- oder Vibrationstisch oder einfache Schalunterlagen handeln.The invention is not based on the illustrated embodiments limited. For example, depending on the sheet pile profile used in each case one or two adjustment devices on every or every second shaped element to be appropriate. The concreting table can be one Vibrating or vibration table or simple formwork pads act.

    Claims (5)

    Auf einem Schaltisch (10) vorgesehene Randabstellung (20) zum Gießen eines Fertigteils (40) mit einem Rand (42) für einen im wesentlichen horizontalen Anschluß des Fertigteils (40) an eine aus mehreren zusammenhängenden Profilelementen (32), insbesondere Spundbohlen, bestehende, im wesentlichen senkrecht erstellte Spundwand (30), bestehend aus mehreren beweglich miteinander verbundenen Formelementen (22), die in wesentlicher Übereinstimmung mit den jeweiligen Profilelementen (32) der erstellten Spundwand (30) entsprechende Profile und vorzugsweise auch Schlösser (24) haben und die auf dem Schaltisch (10) horizontal positionierbar sind.Edge setting (20) provided on a formwork table (10) for casting a finished part (40) with an edge (42) for one essentially horizontal connection of the prefabricated part (40) one of several connected profile elements (32), in particular Sheet piles, existing, essentially vertical created sheet pile (30), consisting of several movable with each other connected form elements (22), which are essentially Agreement with the respective profile elements (32) of the created Sheet pile (30) corresponding profiles and preferably also have locks (24) and those on the formwork table (10) horizontally are positionable. Randabstellung (20) nach Anspruch 1, bei der die Formelemente (22) über ihnen zugeordnete Justiervorrichtungen (26) horizontal verstellbar sind.Edge stop (20) according to claim 1, wherein the shaped elements (22) adjusting devices assigned to them (26) are horizontally adjustable. Randabstellung (20) nach Anspruch 1, bei der die Formelemente (22) über ihnen zugeordnete Fixiervorrichtungen wie Magnete auf dem Schaltisch fixiert sind.Edge stop (20) according to claim 1, wherein the shaped elements (22) fixation devices associated with them such as Magnets are fixed on the formwork table. Randabstellung (20) nach Anspruch 1, 2 oder 3, bei der die Formelemente (22) jeweils Teile von Profilelementen (32) bzw. Spundbohlen mit dem oder den für die Erstellung der Spundwand (30) verwendeten Profil(en) sind.Edge adjustment (20) according to claim 1, 2 or 3, in which the Form elements (22) each have parts of profile elements (32) or Sheet piles with or for the construction of the sheet pile (30) profile (s) used. Verfahren zum Einstellen einer auf einem Schaltisch (10) vorgesehenen Randabstellung (20) zum Gießen eines Fertigteils (40) mit einem Rand (42) für einen im wesentlichen horizontalen Anschluß des Fertigteils (40) an eine aus mehreren zusammenhängenden Profilelementen (32), insbesondere Spundbohlen bestehende, im wesentlichen senkrecht erstellte Spundwand (30), bestehend aus den Schritten: Vermessen der Lage der Profilelemente (32) in einer Horizontalebene der erstellten Spundwand (30) und Anpassen der aus mehreren beweglich zusammenhängenden Formelementen (22) gebildeten Randabstellung (20) an die in einer Horizontalebene der erstellten Spundwand (30) vermessene Lage der Profilelemente (22) durch horizontales Positionieren der Formelemente (22).Method for setting one on a formwork table (10) provided edge setting (20) for casting a finished part (40) with an edge (42) for a substantially horizontal Connection of the finished part (40) to one of several connected Profile elements (32), in particular sheet piles, essentially vertical sheet pile (30), consisting from the steps: measuring the position of the profile elements (32) in a horizontal plane of the sheet pile created (30) and adjusting the from several movably connected Shaped elements (22) formed on the edge (20) in a horizontal plane of the sheet pile wall (30) measured Position of the profile elements (22) by horizontal positioning the shaped elements (22).
    EP99116608A 1998-08-28 1999-08-25 Side-member for form-table and method for adjusting said side-member Expired - Lifetime EP0982109B1 (en)

    Applications Claiming Priority (2)

    Application Number Priority Date Filing Date Title
    DE19839267A DE19839267C2 (en) 1998-08-28 1998-08-28 Edge setting provided on a formwork table and method for setting the edge setting
    DE19839267 1998-08-28

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    EP0982109A1 true EP0982109A1 (en) 2000-03-01
    EP0982109B1 EP0982109B1 (en) 2003-12-17

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    AT (1) ATE256541T1 (en)
    DE (2) DE19839267C2 (en)

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    WO2003090986A1 (en) * 2002-04-24 2003-11-06 David Anthony Dicesare Vertical casting apparatus and method

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    JPS56125526A (en) * 1980-03-06 1981-10-01 Yoshimasa Sasaki Construction of vertical wall of concrete structure underground and machinery and tool therefor
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    JPS56125526A (en) * 1980-03-06 1981-10-01 Yoshimasa Sasaki Construction of vertical wall of concrete structure underground and machinery and tool therefor
    JPS6272816A (en) * 1985-09-25 1987-04-03 Yoshihiro Yonahara Bottom plate structure for top concrete placement
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    WO2003090986A1 (en) * 2002-04-24 2003-11-06 David Anthony Dicesare Vertical casting apparatus and method

    Also Published As

    Publication number Publication date
    DE19839267C2 (en) 2001-02-15
    EP0982109B1 (en) 2003-12-17
    DE59908075D1 (en) 2004-01-29
    ATE256541T1 (en) 2004-01-15
    DE19839267A1 (en) 2000-03-09

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