[go: up one dir, main page]

EP0179046A2 - Two-part spacer to keep together the two base layers of a permanent form which present the finished surfaces of the wall or ceiling - Google Patents

Two-part spacer to keep together the two base layers of a permanent form which present the finished surfaces of the wall or ceiling Download PDF

Info

Publication number
EP0179046A2
EP0179046A2 EP85890251A EP85890251A EP0179046A2 EP 0179046 A2 EP0179046 A2 EP 0179046A2 EP 85890251 A EP85890251 A EP 85890251A EP 85890251 A EP85890251 A EP 85890251A EP 0179046 A2 EP0179046 A2 EP 0179046A2
Authority
EP
European Patent Office
Prior art keywords
heads
wall
ceiling
base plates
parts
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
EP85890251A
Other languages
German (de)
French (fr)
Other versions
EP0179046A3 (en
Inventor
Eva Maria Dipl.-Ing. Gruber
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.)
Gruber Eva Maria Dipl-Ing
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP0179046A2 publication Critical patent/EP0179046A2/en
Publication of EP0179046A3 publication Critical patent/EP0179046A3/en
Withdrawn legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8635—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms

Definitions

  • a reinforced concrete ceiling the special feature of which is that mushroom-shaped anchors, preferably with a cross section, are placed on a base plate in parallel rows and non-positively connected to the plate, self-supporting reinforcement beams, preferably lattice girders, with their tension rods engaging under the heads of the anchors or in on the Engage cuts formed in the anchors. If concrete is applied to the base plate as lost formwork, a reinforced concrete ceiling with a finished bottom view is created.
  • the reinforcement can be used both in the factory and only at the construction site, so that one has an element that is easy to move and can be transported without difficulty.
  • the described method for producing reinforced concrete walls is somewhat problematic when it comes to the manufacture of sloping ceilings, e.g. Loft conversions, where a lost formwork made of any material, which also represents the finished wall surface, is used.
  • DOS 2 317 207 which carries a cover plate permanently connected to it on its two side surfaces, which is connected to the middle layer e.g. form a three-layer concrete slab and are connected to the three-layer connecting anchors.
  • one of the heads has an undercut
  • the other head has a funnel-shaped recess into which the undercut head can be snapped.
  • the heads can be provided with incisions in order to achieve the deformation required for the engagement.
  • FIG. 3 illustrates the connector inserted between two base plates.
  • Fig. I is a section along the line A-A in Fig. 3;
  • Fig. 5 is a sectional view along the line B-B in Fig. 3.
  • Fig. 6 shows a detail of the connector on a large scale.
  • the connecting piece according to the invention consists of parts 1 and 2, each of which is provided with a plate-shaped base 3, 4 and, in the coupled state, as shown in FIG. 3, can be non-positively connected between two base plates 5, 6.
  • the non-positive connection can be made, for example, by gluing or nailing.
  • Both parts 1, 2 of the connecting piece according to the invention have a head, one head 7 having an undercut 8, the other head 9 having a funnel-shaped depression 10.
  • the head 7 is provided with at least one incision or gap 11, as a result of which it can be compressed, in particular if it is made of elastic plastic, to the extent that it covers the inner annular opening 12 of the Indentation 10 is able to pass through if it is inserted into indentation 10 for the purpose of coupling the two parts.
  • the undercut head 7 engages with its neck part 13 at the end of the opening 12 of the conical recess 10, whereupon the two parts of the connecting piece which engage like a push button can no longer be separated from one another.
  • the two heads 7 and 9 of the parts 1, 2 are connected to their base plates 3, 4 by webs 14. Any shape of these webs for supporting the heads is conceivable.
  • the push-button-like interlocking heads themselves can be given any shape, the only thing that is important is that after the coupling of the two parts a non-positive or frictional connection is established.
  • the funnel-shaped recess 10 can in turn be provided with incisions or gaps, as a result of which it can expand when the undercut head 7 is inserted so that it enables the head to snap into place.
  • a pure adhesive connection between the two heads 7 and 9 may be sufficient to ensure the desired coupling of the two parts of the connecting piece.
  • Parallel rows of parts 1 and 2 are non-positively connected to the assigned base plates as standard. These base plates can be stacked on top of each other or stored in a row. If necessary, the base plates can be cut to a desired format and only assembled on the construction site to form a "lost formwork". There is no difficulty in laying the necessary lines or installing reinforcements.
  • the invention thus makes it possible first to manufacture the two halves of a "lost formwork" in the factory and to keep them in stock. It is then a question of expediency whether the coupling of the parts is already undertaken in the factory or only at the construction site you can move with simple hoists. This means that any necessary or desired changes can be made before the concrete is placed.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

Die Erfindung betrifft ein zweiteiliges Verbindungsstück zum Zusammenhalten von zwei die fertige Wand - bzw. Deckenoberfläche aufweisender Grundplatten einer verlorenen Schalung im Abstand voneinander zur Herstellung von gegebenenfalls bewehrten Betonwänden, schrägen Decken u.dgl., deren Besonderheit darin besteht, daß die beiden Teile des Verbindungsstückes plattenförmige Füße aufweisen, die mit je einer der Grundplatten kraftschlüssig verbindbar sind, wobei die Füße über einen Stiel, Steg od. dgl., mit Köpfen verbunden sind, die druckknopfartig ineinandergreifbar ausgebildet sind.The invention relates to a two-part connector for holding together the finished wall or ceiling surface base plates of a lost formwork at a distance from one another for the production of reinforced concrete walls, sloping ceilings and the like, the special feature of which is that the two parts of the connector have plate-shaped feet which can be non-positively connected to each of the base plates, the feet being connected via a handle, web or the like to heads which are designed to be interlocking in the manner of a push button.

Dies ermöglicht die Herstellung einer verlorenen Schalung für eine Wand oder schräge Decke in zwei Teilen, die leicht zwischengelagert, auf ein gewünschtes Format zugeschnitten und erst zu einem späteren Zeitpunkt zusammengefügt werden können, was unter anderem den Vorteil hat, daß man je nach Anforderung an eine Wand oder schräge Decke Ausschnitte und Öffnungen machen kann, Leitungen oder eine Zusatzbewehrung einlegen kann und dies unabhängig vom eigentlichen Setzvorgang der Schalung auf der Bausteile.

Figure imgaf001
This enables the production of a lost formwork for a wall or sloping ceiling in two parts, which can be easily stored temporarily, cut to a desired format and only put together at a later date, which has the advantage, among other things, that depending on the requirements of one Wall or sloping ceiling can make cutouts and openings, cables or additional reinforcement can be inserted and this regardless of the actual setting process of the formwork on the components.
Figure imgaf001

Description

eine Stahlbetondecke vorgeschlagen, deren Besonderheit darin besteht, daß auf einer Grundplatte in parallelen Reihen vorzugsweise im Querschnitt pilzförmig ausgebildete Anker aufgesetzt und mit der Platte kraftschlüssig verbunden sind, wobei selbsttragende Bewehrungsträger, vorzugsweise Gitterträger, mit ihren Zugstäben die Köpfe der Anker untergreifen oder in an den Ankern ausgebildeten Einschnitten eingreifen. Bringt man auf die Grundplatte als verlorene Schalung Beton auf, so entsteht eine Stahlbetondecke mit fertiger Untersicht. Dabei kann die Bewehrung sowohl im Werk als auch erst auf der Baustelle eingesetzt werden, so daß man über ein leicht zu versetzendes und ohne Schwierigkeiten zu transportierendes Element verfügt.proposed a reinforced concrete ceiling, the special feature of which is that mushroom-shaped anchors, preferably with a cross section, are placed on a base plate in parallel rows and non-positively connected to the plate, self-supporting reinforcement beams, preferably lattice girders, with their tension rods engaging under the heads of the anchors or in on the Engage cuts formed in the anchors. If concrete is applied to the base plate as lost formwork, a reinforced concrete ceiling with a finished bottom view is created. The reinforcement can be used both in the factory and only at the construction site, so that one has an element that is easy to move and can be transported without difficulty.

Die geschilderte Methode zur Herstellung von Stahlbetonwänden ist dann etwas problematisch, wenn es sich um die Herstellung von schrägen Decken, z.B. Dachausbauten, handelt, wobei eine verlorene Schalung aus beliebigem Material, die zugleich die fertige Wandoberfläche darstellt, zur Anwendung gelangt.The described method for producing reinforced concrete walls is somewhat problematic when it comes to the manufacture of sloping ceilings, e.g. Loft conversions, where a lost formwork made of any material, which also represents the finished wall surface, is used.

Es wurde bereits eine als vorgefertigtes Bauelement ausgebildete Bauplatte aus gegossenem Material, z.B. Beton, vorgeschlagen, (DOS 2 317 207), die an ihren beiden Seitenflächen jeweils eine mit ihr unlösbar verbundene Abdeckplatte trägt, die mit der mittleren Schicht z.B. aus Beton eine dreischichtige Platte bilden und mit die drei Schichten durchdringenden Verbindungsankern verbunden sind.A building plate made of cast material, e.g. Concrete, proposed, (DOS 2 317 207), which carries a cover plate permanently connected to it on its two side surfaces, which is connected to the middle layer e.g. form a three-layer concrete slab and are connected to the three-layer connecting anchors.

Ferner wurde schon daran gedacht, zur Herstellung eines bestimmten Abstandes zwischen zwei Schalungsplatten zur Einschalung von Mantelbetonplatten oder - wänden, bestehend aus einem Abstandhalter und Mitteln zur Befestigung desselben an den Schalungsplatten, daß der Abstandhalter mehrere Vorsprünge aufweist, die beim Einstecken des Abstandhalters in einen in eine Bohrung einer Schalungsplatte eingeführten Stopfen auf einer in dessen Innenloch vorgesehenen Auflagefläche aufliegen (DOS 2 229 113).Furthermore, it has already been considered to produce a certain distance between two formwork panels for formwork cladding concrete panels or walls, consisting of a spacer and means for fastening the same to the formwork panels, that the spacer has several projections, which when inserting the spacer into one a hole in a shuttering panel is placed on a plug provided in its inner hole (DOS 2 229 113).

Es wäre nun von Vorteil, die verlorene Schalung für eine solche Wand oder schräge Decke in zwei Teilen herzustellen, um sie leicht zwischenlagern, auf gewünschte Formate zuschneiden, transportieren und erst zu einem späteren Zeitpunkt zusammenfügen zu können, was unter anderem auch den Vorteil hat, daß man je nach Anforderung an eine Wand oder schräge Decke Ausschnitte und Öffnungen machen kann, Leitungen oder eine Zusatzbewehrung einlegen kann, und dies unabhängig vom eigentlichen Setzvorgang der Schalung auf der Baustelle. Um dies zu ermöglichen, wird ausgehend von einem zweiteiligen Verbindungsstück zum Zusammenhalten von zwei die fertige Wand- bzw. Deckenoberfläche aufweisender Grundplatten einer verlorenen Schalung im Abstand voneinander zur Herstellung von gegebenenfalls bewehrten Betonwänden, schrägen Decken u.dgl. vorgeschlagen, daß die beiden Teile des Verbindungsstückes plattenförmige Füße aufweisen, die mit je einer der Grundplatten kraftschlüssig verbindbar sind, wobei die Füße über einen Stiel, Steg od. dgl. mit Köpfen verbunden sind, die druckknopfartig ineinandergreifbar ausgebildet sind.It would now be advantageous to produce the lost formwork for such a wall or sloping ceiling in two parts so that it can be stored temporarily, cut to the desired format, transported and only put together at a later point in time, which has the advantage, among other things, that you can make cut-outs and openings, insert cables or additional reinforcement, depending on the requirements of a wall or sloping ceiling, regardless of the actual setting process of the formwork on the construction site. To make this possible, starting from a two-part connecting piece for holding together two base plates having the finished wall or ceiling surface, a lost formwork at a distance from one another for the production of reinforced concrete walls, sloping ceilings and the like, if necessary. proposed that the two parts of the connecting piece have plate-shaped feet, which can be non-positively connected to each of the base plates, the feet being connected via a stem, web or the like to heads which are designed to be interlocking like a push button.

Mit Vorteil weist einer der Köpfe eine Hinterschneidung, der andere Kopf eine trichterförmige Vertiefung auf, in die der hinterschnittene Kopf einrastbar ist.Advantageously, one of the heads has an undercut, the other head has a funnel-shaped recess into which the undercut head can be snapped.

Ferner können die Köpfe zwecks Erzielung der für das Einrasten erforderlichen Deformation mit Einschnitten versehen sein.Furthermore, the heads can be provided with incisions in order to achieve the deformation required for the engagement.

Nachstehend soll ein Ausführungsbeispiel des erfindungsgemäßen Verbindungsstückes anhand der Zeichnung näher erläutert werden; in der die Fig. 1 und 2 die beiden Teile des Verbindungsstückes zeigen. Fig. 3 veranschaulicht das zwischen zwei Grundplatten eingesetzte Verbindungsstück. Fig. ist ein Schnitt nach der Linie A-A in Fig. 3; Fig. 5 ein Sehnitt nach der Linie B-B in Fig. 3. Schließlich zeigt-Fig. 6 ein Detail des Verbindungsstückes in großem Maßstab.An embodiment of the connector according to the invention will be explained in more detail below with reference to the drawing; 1 and 2 show the two parts of the connecting piece. Fig. 3 illustrates the connector inserted between two base plates. Fig. Is a section along the line A-A in Fig. 3; Fig. 5 is a sectional view along the line B-B in Fig. 3. Finally, Fig. 6 shows a detail of the connector on a large scale.

Das erfindungsgemäße Verbindungsstück besteht aus den Teilen 1 und 2, die jeweils mit einem plattenförmigen Fuß 3,4 versehen sind und in gekuppeltem Zustand - wie ihn Fig. 3 zeigt - zwischen zwei Grundplatten 5,6 kraftschlüssig mit diesen verbunden werden können. Die kraftschlüssige Verbindung kann beispielsweise.durch Kleben oder auch Nageln erfolgen.The connecting piece according to the invention consists of parts 1 and 2, each of which is provided with a plate-shaped base 3, 4 and, in the coupled state, as shown in FIG. 3, can be non-positively connected between two base plates 5, 6. The non-positive connection can be made, for example, by gluing or nailing.

Beide Teile 1,2 des erfindungsgemäßen Verbindungsstückes weisen einen Kopf auf, wobei der eine Kopf 7 eine Hinterschneidung 8, der andere Kopf 9 eine trichterförmige Vertiefung 10 aufweist. Wie der Fig. 6 deutlich zu entnehmen ist, ist der Kopf 7 mit mindestens einem Einschnitt-oder Spalt 11 versehen, wodurch er, insbesondere wenn er aus elastischem Kunststoff besteht, um jenes Maß zusammengedrückt werden kann, daß er die innere ringförmige Öffnung 12 der Vertiefung 10.zu.durchsetzen vermag, wenn man ihn zwecks Kupplung der beiden Teile in die Vertiefung 10 einführt. Beim Kuppeln rastet der hinterschnittene Kopf 7 mit seinem Halsteil 13 am Ende der Öffnung 12 der konischen Vertiefung 10 ein worauf die beiden druckknopfartig ineinandergreifenden Teile des Verbindungsstückes nicht mehr voneinander getrennt werden können.Both parts 1, 2 of the connecting piece according to the invention have a head, one head 7 having an undercut 8, the other head 9 having a funnel-shaped depression 10. As can be clearly seen in FIG. 6, the head 7 is provided with at least one incision or gap 11, as a result of which it can be compressed, in particular if it is made of elastic plastic, to the extent that it covers the inner annular opening 12 of the Indentation 10 is able to pass through if it is inserted into indentation 10 for the purpose of coupling the two parts. When coupling, the undercut head 7 engages with its neck part 13 at the end of the opening 12 of the conical recess 10, whereupon the two parts of the connecting piece which engage like a push button can no longer be separated from one another.

Die beiden Köpfe 7 und 9 der Teile 1,2 sind mit ihren Grundplatten 3,4 durch Stege 14 verbunden. Jede beliebige Form dieser Stege zur Abstützung der Köpfe ist denkbar. Ferner kann auch den druckknopfartig ineinandergreifenden Köpfen selbst eine beliebige Form gegeben werden, wobei es nur darauf ankommt, daß nach dem Kuppeln der beiden Teile eine kraft- oder reibungsschlüssige Verbindung zustande kommt. So kann auch die trichterförmige Vertiefung 10 ihrerseits mit Einschnitten oder Spalten versehen sein, wodurch sie sich beim Einführen des hinterschnittenen Kopfes 7 soweit zu dehnen vermag, daß sie das Einrasten des Kopfes ermöglicht. Im Grunde mag auch eine reine Haftverbindung zwischen den beiden Köpfen 7 und 9 ausreichen, die angestrebte Kupplung der beiden Teile des Verbindungsstückes zu gewährleisten.The two heads 7 and 9 of the parts 1, 2 are connected to their base plates 3, 4 by webs 14. Any shape of these webs for supporting the heads is conceivable. Furthermore, the push-button-like interlocking heads themselves can be given any shape, the only thing that is important is that after the coupling of the two parts a non-positive or frictional connection is established. For example, the funnel-shaped recess 10 can in turn be provided with incisions or gaps, as a result of which it can expand when the undercut head 7 is inserted so that it enables the head to snap into place. Basically, a pure adhesive connection between the two heads 7 and 9 may be sufficient to ensure the desired coupling of the two parts of the connecting piece.

Parallele Reihen von Teilen 1 bzw. 2 werden mit den zugeordneten Grundplatten serienmäßig kraftschlüssig verbunden. Diese Grundplatten können aufeinander gestapelt oder aneinandergereiht aufgestellt gelagert werden. Im Falle eines Bedarfs können die Grundplatten auf ein gewünschtes Format zugeschnitten und erst auf der Baustelle zu einer "verlorenen Schalung" zusammengefügt werden. Dabei besteht keine Schwierigkeit, erforderliche Leitungen zu verlegen oder Bewehrungen einzubringen.Parallel rows of parts 1 and 2 are non-positively connected to the assigned base plates as standard. These base plates can be stacked on top of each other or stored in a row. If necessary, the base plates can be cut to a desired format and only assembled on the construction site to form a "lost formwork". There is no difficulty in laying the necessary lines or installing reinforcements.

Nach dem Kuppeln der beiden Teile der "verlorenen Schalung" und Versetzen an Ort und Stelle wird Beton in Üblicher Weise eingebracht. Wie auch aus Fig. 6 zu entnehmen ist, umhüllt der Beton alle Teile des erfindungsgemäßen Verbindungsstückes, worauf nach dem Abbinden eine (bewehrte) Betonwand oder schräge Decke vorliegt, deren "verlorene Schalung" in Form zweier Grundplatten die fertige Wand- bzw. Deckenoberfläche bildet.After the two parts of the "lost formwork" have been coupled and moved in place, concrete is poured in in the usual way. As can also be seen from Fig. 6, the concrete envelops all parts of the connecting piece according to the invention, whereupon after the setting there is a (reinforced) concrete wall or sloping ceiling, the "lost formwork" of which forms the finished wall or ceiling surface in the form of two base plates .

Die Erfindung ermöglicht es somit, zunächst im Werk die beiden Hälften einer "verlorenen Schalung" herzustellen und auf Lager zu halten, Es ist dann eine Frage der Zweckmäßigkeit, ob man bereits-im Werk oder erst auf der Baustelle die Kupplung der Teile vornimmt, die man mit einfachen Hebezeugen versetzen kann. Somit können noch vor dem Einbringen des Betons eventuell erforderliche oder gewünschte Änderungen vorgenommen werden.The invention thus makes it possible first to manufacture the two halves of a "lost formwork" in the factory and to keep them in stock. It is then a question of expediency whether the coupling of the parts is already undertaken in the factory or only at the construction site you can move with simple hoists. This means that any necessary or desired changes can be made before the concrete is placed.

Claims (4)

1. Zweiteiliges Verbindungsstück zum Zusammenhalten von zwei die fertige Wand- bzw. Deckenoberfläche aufweisender Grundplatten einer verlorenen Schalung im Abstand voneinander zur Herstellung von gegebenenfalls bewehrten Betonwänden, schrägen Decken u.dgl., dadurch gekennzeichnet, daß die beiden Teile (1,2) des Verbindungsstückes plattenförmige Füße (3,4) aufweisen, die mit je einer der Grundplatten (5,6) kraftschlüssig verbindbar sind, wobei die Füße über einen Stiel, Steg (14) od. dgl. mit Köpfen verbunden sind, die druckknopfartig ineinandergreifbar ausgebildet sind.1. Two-part connector for holding together the finished wall or ceiling surface having base plates of a lost formwork at a distance from each other for the production of reinforced concrete walls, sloping ceilings and the like, if any, characterized in that the two parts (1,2) of the Connecting piece have plate-shaped feet (3, 4) which can be non-positively connected to each of the base plates (5, 6), the feet being connected via a stem, web (14) or the like to heads which are designed to be interlocking like a push button . 2. Verbindungsstück nach Anspruch 1, dadurch gekennzeichnet, daß einer der Köpfe (7) eine Hinterschneidung (8), der andere Kopf (9) eine trichterförmige Vertiefung (10) aufweist, in die der hinterschnittene Kopf (7) einrastbar ist.2. Connector according to claim 1, characterized in that one of the heads (7) has an undercut (8), the other head (9) has a funnel-shaped recess (10) into which the undercut head (7) can be latched. 3., Verbindungsstück nach Anspruch 2, dadurch gekennzeichnet, daß die Köpfe (7,9) zwecks Ermöglichung der für das Einrasten erforderlichen Deformation mit Einschnitten (11) versehen sind.3., connecting piece according to claim 2, characterized in that the heads (7,9) are provided with incisions (11) in order to enable the deformation required for latching. 4. Verbindungsstück nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, daß einer der Köpfe (9) eine trichterförmige, sich nach innen konisch verjüngende Vertiefung (10) aufweist und durch vorzugsweise einander kreuzende Stege (14) gegen den plattenförmigen Fuß (3) abgestützt ist und daß der hinterschnittene Kopf (7) des anderen Verbindungsteiles (2) zumindest mit seinem Halsteil (13) formschlüssig in die trichterförmige Vertiefung (10) eingreift.4. Connector according to one of claims 1 to 3, characterized in that one of the heads (9) has a funnel-shaped, conically tapering recess (10) and by preferably crossing webs (14) against the plate-shaped foot (3) is supported and that the undercut head (7) of the other connecting part (2) at least with its neck part (13) positively engages in the funnel-shaped recess (10).
EP85890251A 1984-10-19 1985-10-09 Two-part spacer to keep together the two base layers of a permanent form which present the finished surfaces of the wall or ceiling Withdrawn EP0179046A3 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT3350/84 1984-10-19
AT0335084A AT380909B (en) 1984-10-19 1984-10-19 TWO-PIECE CONNECTOR FOR THE PRODUCTION OF TWO THE FINISHED WALL - OR CEILING SURFACE WITH BASE PANELS OF A LOST FORMWORK

Publications (2)

Publication Number Publication Date
EP0179046A2 true EP0179046A2 (en) 1986-04-23
EP0179046A3 EP0179046A3 (en) 1987-09-02

Family

ID=3549198

Family Applications (1)

Application Number Title Priority Date Filing Date
EP85890251A Withdrawn EP0179046A3 (en) 1984-10-19 1985-10-09 Two-part spacer to keep together the two base layers of a permanent form which present the finished surfaces of the wall or ceiling

Country Status (2)

Country Link
EP (1) EP0179046A3 (en)
AT (1) AT380909B (en)

Cited By (26)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0537727A1 (en) * 1991-10-18 1993-04-21 Kunz GmbH & Co. Joining arrangement for panels and/or reinforcement of a composite formwork
DE4134439A1 (en) * 1991-10-18 1993-04-22 Kunz Gmbh & Co Fastener to join concrete formwork
EP0589194A1 (en) * 1992-09-18 1994-03-30 METALLWARENFABRIK KÖNIG GmbH Connector for holding together two form boards of a permanent shuttering system
DE4327115A1 (en) * 1993-08-12 1995-02-16 Continua Kunststoffverarbeitun Spacer for panel elements of a wall/ceiling system
USD377143S (en) 1995-06-28 1997-01-07 Kunz Gmbh & Co. Joining spacer
FR2738581A1 (en) * 1995-09-12 1997-03-14 Dauron Francoise FORMWORK LOST FOR THE REALIZATION OF THERMALLY AND / OR PHONETICALLY INSULATING LOADING WALLS AND WALLS THUS OBTAINED
WO1999007958A1 (en) 1997-08-05 1999-02-18 Nemis Establishment Spacer
CN1322210C (en) * 2002-04-30 2007-06-20 邱则有 Reinforced concrete building floor with solid load-carrying structure
EP2333183A1 (en) * 2009-11-27 2011-06-15 McGovern, James A connector device for permanent formwork panels
EP2591186A4 (en) * 2010-07-06 2015-08-05 Cfs Concrete Forming Systems Inc PUSH SYSTEM FOR RESTORING, REPAIRING, REINFORCING, PROTECTING, ISOLATING AND / OR COATING STRUCTURES
US9273479B2 (en) 2009-01-07 2016-03-01 Cfs Concrete Forming Systems Inc. Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete
US9273477B2 (en) 2009-02-18 2016-03-01 Cfs Concrete Forming Systems Inc. Clip-on connection system for stay-in-place form-work
US9315987B2 (en) 2012-01-05 2016-04-19 Cfs Concrete Forming Systems Inc. Systems for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures with locatable stand-off components
US9359780B2 (en) 2009-01-07 2016-06-07 Cfs Concrete Forming Systems Inc. Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete
US9441365B2 (en) 2011-11-24 2016-09-13 Cfs Concrete Forming Systems Inc. Stay-in-place formwork with anti-deformation panels
US9453345B2 (en) 2012-01-05 2016-09-27 Cfs Concrete Forming Systems Inc. Panel-to-panel connections for stay-in-place liners used to repair structures
US9783991B2 (en) 2013-12-06 2017-10-10 Cfs Concrete Forming Systems Inc. Structure cladding trim components and methods for fabrication and use of same
US9982444B2 (en) 2014-04-04 2018-05-29 Cfs Concrete Forming Systems Inc. Liquid and gas-impermeable connections for panels of stay-in-place form-work systems
US10151119B2 (en) 2012-01-05 2018-12-11 Cfs Concrete Forming Systems Inc. Tool for making panel-to-panel connections for stay-in-place liners used to repair structures and methods for using same
CN108978893A (en) * 2018-08-27 2018-12-11 泗县汉能诚信电气工程有限公司 A kind of intelligence snap connector, assembled wallboard connection structure and connection method
US10280636B2 (en) 2007-11-09 2019-05-07 Cfs Concrete Forming Systems Inc. Connector components for form-work systems and methods for use of same
DE102018122202A1 (en) * 2018-09-12 2020-03-12 Hochschule für Technik, Wirtschaft und Kultur Leipzig Device and method for connecting textile-reinforced, flat concrete elements to an element wall and use of the device
US10731333B2 (en) 2015-12-31 2020-08-04 Cfs Concrete Forming Systems Inc. Structure-lining apparatus with adjustable width and tool for same
US11180915B2 (en) 2017-04-03 2021-11-23 Cfs Concrete Forming Systems Inc. Longspan stay-in-place liners
US11512483B2 (en) 2017-12-22 2022-11-29 Cfs Concrete Forming Systems Inc. Snap-together standoffs for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures
US11674322B2 (en) 2019-02-08 2023-06-13 Cfs Concrete Forming Systems Inc. Retainers for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT385806B (en) * 1986-07-03 1988-05-25 Fuechtner Eva Maria Dipl Ing AT LEAST TWO-PIECE CONNECTOR FOR HOLDING TWO TOGETHER THE FINISHED WALL OR BASE PLATES WITH CEILING AREA

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2229113A1 (en) * 1972-06-15 1974-01-10 Walter Reinhardt ARRANGEMENT FOR CREATING A CERTAIN DISTANCE BETWEEN TWO FORMING PANELS FOR THE FORMWORK CONCRETE SLABS OR WALLS AND CONCRETE SLABS OR WALLS USING SUCH AN ARRANGEMENT
DE2317207A1 (en) * 1973-04-06 1974-10-17 Reinhold Michel BUILDING PLATE TRAINED AS PREFABRICATED COMPONENT -WALL IN CAST MATERIAL
CH608545A5 (en) * 1975-05-05 1979-01-15 Michel Monnard Wall construction system - uses prefabricated formwork components held together by integral connectors
DE3221866C2 (en) * 1982-06-09 1987-03-12 Adolf Schneider Betonwerk GmbH & Co KG, 7522 Philippsburg Spacers

Cited By (43)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4134439A1 (en) * 1991-10-18 1993-04-22 Kunz Gmbh & Co Fastener to join concrete formwork
EP0537727A1 (en) * 1991-10-18 1993-04-21 Kunz GmbH & Co. Joining arrangement for panels and/or reinforcement of a composite formwork
EP0589194A1 (en) * 1992-09-18 1994-03-30 METALLWARENFABRIK KÖNIG GmbH Connector for holding together two form boards of a permanent shuttering system
DE4327115A1 (en) * 1993-08-12 1995-02-16 Continua Kunststoffverarbeitun Spacer for panel elements of a wall/ceiling system
USD377143S (en) 1995-06-28 1997-01-07 Kunz Gmbh & Co. Joining spacer
FR2738581A1 (en) * 1995-09-12 1997-03-14 Dauron Francoise FORMWORK LOST FOR THE REALIZATION OF THERMALLY AND / OR PHONETICALLY INSULATING LOADING WALLS AND WALLS THUS OBTAINED
WO1997010392A1 (en) * 1995-09-12 1997-03-20 Technopark Limited Sacrifice formwork for producing heat and/or sound-insulating supporting walls and walls produced therewith
WO1999007958A1 (en) 1997-08-05 1999-02-18 Nemis Establishment Spacer
CN1322210C (en) * 2002-04-30 2007-06-20 邱则有 Reinforced concrete building floor with solid load-carrying structure
US10280636B2 (en) 2007-11-09 2019-05-07 Cfs Concrete Forming Systems Inc. Connector components for form-work systems and methods for use of same
US10662661B2 (en) 2009-01-07 2020-05-26 Cfs Concrete Forming Systems Inc. Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete
US9359780B2 (en) 2009-01-07 2016-06-07 Cfs Concrete Forming Systems Inc. Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete
US11512484B2 (en) 2009-01-07 2022-11-29 Cfs Concrete Forming Systems Inc. Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete
US12037801B2 (en) 2009-01-07 2024-07-16 Cfs Concrete Forming Systems Inc. Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete
US9273479B2 (en) 2009-01-07 2016-03-01 Cfs Concrete Forming Systems Inc. Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete
US9879436B2 (en) 2009-01-07 2018-01-30 Cfs Concrete Forming Systems Inc Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete
US9273477B2 (en) 2009-02-18 2016-03-01 Cfs Concrete Forming Systems Inc. Clip-on connection system for stay-in-place form-work
EP2333183A1 (en) * 2009-11-27 2011-06-15 McGovern, James A connector device for permanent formwork panels
US10022825B2 (en) 2010-07-06 2018-07-17 Cfs Concrete Forming Systems Inc. Method for restoring, repairing, reinforcing, protecting, insulating and/or cladding a variety of structures
EP2591186A4 (en) * 2010-07-06 2015-08-05 Cfs Concrete Forming Systems Inc PUSH SYSTEM FOR RESTORING, REPAIRING, REINFORCING, PROTECTING, ISOLATING AND / OR COATING STRUCTURES
US9441365B2 (en) 2011-11-24 2016-09-13 Cfs Concrete Forming Systems Inc. Stay-in-place formwork with anti-deformation panels
US10151119B2 (en) 2012-01-05 2018-12-11 Cfs Concrete Forming Systems Inc. Tool for making panel-to-panel connections for stay-in-place liners used to repair structures and methods for using same
US9453345B2 (en) 2012-01-05 2016-09-27 Cfs Concrete Forming Systems Inc. Panel-to-panel connections for stay-in-place liners used to repair structures
US9790681B2 (en) 2012-01-05 2017-10-17 Cfs Concrete Forming Systems Inc. Panel-to-panel connections for stay-in-place liners used to repair structures
US9784005B2 (en) 2012-01-05 2017-10-10 Cfs Concrete Forming Systems Inc. Systems for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures with locatable stand-off components
US9315987B2 (en) 2012-01-05 2016-04-19 Cfs Concrete Forming Systems Inc. Systems for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures with locatable stand-off components
US9783991B2 (en) 2013-12-06 2017-10-10 Cfs Concrete Forming Systems Inc. Structure cladding trim components and methods for fabrication and use of same
US9982444B2 (en) 2014-04-04 2018-05-29 Cfs Concrete Forming Systems Inc. Liquid and gas-impermeable connections for panels of stay-in-place form-work systems
US10450763B2 (en) 2014-04-04 2019-10-22 Cfs Concrete Forming Systems Inc. Liquid and gas-impermeable connections for panels of stay-in-place form-work systems
US10731333B2 (en) 2015-12-31 2020-08-04 Cfs Concrete Forming Systems Inc. Structure-lining apparatus with adjustable width and tool for same
US11053676B2 (en) 2015-12-31 2021-07-06 Cfs Concrete Forming Systems Inc. Structure-lining apparatus with adjustable width and tool for same
US11499308B2 (en) 2015-12-31 2022-11-15 Cfs Concrete Forming Systems Inc. Structure-lining apparatus with adjustable width and tool for same
US11821204B2 (en) 2017-04-03 2023-11-21 Cfs Concrete Forming Systems Inc. Longspan stay-in-place liners
US12158000B2 (en) 2017-04-03 2024-12-03 Cfs Concrete Forming Systems Inc. Longspan stay-in-place liners
US11180915B2 (en) 2017-04-03 2021-11-23 Cfs Concrete Forming Systems Inc. Longspan stay-in-place liners
US11512483B2 (en) 2017-12-22 2022-11-29 Cfs Concrete Forming Systems Inc. Snap-together standoffs for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures
US11761220B2 (en) 2017-12-22 2023-09-19 Cfs Concrete Forming Systems Inc. Snap-together standoffs for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures
CN108978893B (en) * 2018-08-27 2023-09-05 泗县汉能诚信电气工程有限公司 Intelligent buckle connecting piece, assembled wallboard connecting structure and connecting method
CN108978893A (en) * 2018-08-27 2018-12-11 泗县汉能诚信电气工程有限公司 A kind of intelligence snap connector, assembled wallboard connection structure and connection method
DE102018122202B4 (en) * 2018-09-12 2020-03-19 Hochschule für Technik, Wirtschaft und Kultur Leipzig Device and method for connecting textile-reinforced, flat concrete elements to an element wall and use of the device
EP3623538A1 (en) 2018-09-12 2020-03-18 Technische Universität Dresden Device and method for connecting textile-reinforced flat concrete elements to an element wall
DE102018122202A1 (en) * 2018-09-12 2020-03-12 Hochschule für Technik, Wirtschaft und Kultur Leipzig Device and method for connecting textile-reinforced, flat concrete elements to an element wall and use of the device
US11674322B2 (en) 2019-02-08 2023-06-13 Cfs Concrete Forming Systems Inc. Retainers for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures

Also Published As

Publication number Publication date
ATA335084A (en) 1985-12-15
AT380909B (en) 1986-07-25
EP0179046A3 (en) 1987-09-02

Similar Documents

Publication Publication Date Title
EP0179046A2 (en) Two-part spacer to keep together the two base layers of a permanent form which present the finished surfaces of the wall or ceiling
EP0511193A2 (en) Reinforcing element for a ceiling panel
EP0258205B1 (en) Tying element for the two sides of a permanent casting form
EP0026803B1 (en) Construction joint shuttering comprising a former for supporting connecting bars
EP0164330B1 (en) Reinforced-concrete floor
EP0023042A1 (en) Prefabricated floor element for buildings
DE2047632A1 (en) Ceiling stones made of foamed polystyrene or the like
DE4330225A1 (en) Cement-bound formwork board with predetermined kink
EP0299226A2 (en) Shuttering for making concrete building-elements
EP0629754A2 (en) Covering for walls
DE3490029T1 (en) Formwork system
CH718328A2 (en) Shuttering strip, cover shuttering, shuttering element, shuttering arrangement, method for constructing a shuttering arrangement and method for producing a shuttering strip.
DE102020114611B3 (en) Formwork arrangement
DE8914892U1 (en) Formstone building element
DE3442183A1 (en) Panel system having at least one panel which consists of cemented material
DE2101483A1 (en) Plug-in profiles for roof construction
WO1997038182A1 (en) Lintel for defining the upper limits of openings such as window and/or door apertures
DE9100136U1 (en) Wall anchor
DE29812981U1 (en) Stone, especially formwork or block stone
WO2023021118A1 (en) Spacer for connecting an insulating plate to a wall panel
DE2148145A1 (en) Method for producing a construction plate, in particular wall or ceiling plate
AT384059B (en) Shingle element and shingle-roofing process
DE2631021A1 (en) PRE-FABRICATED COMPONENTS FOR CREATING INTERMEDIATE WALLS
DE1963128U (en) FLOOR PLATE WITH CONNECTING DEVICE.
DE9212445U1 (en) Elongated facade construction element made of a one-piece, extruded plastic profile

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): BE CH DE FR GB IT LI NL SE

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): BE CH DE FR GB IT LI NL SE

17P Request for examination filed

Effective date: 19880224

17Q First examination report despatched

Effective date: 19881219

RAP3 Party data changed (applicant data changed or rights of an application transferred)

Owner name: GRUBER, EVA MARIA, DIPL.-ING.

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION HAS BEEN WITHDRAWN

18W Application withdrawn

Withdrawal date: 19900105