EP0119379A2 - Scaffolding - Google Patents

Scaffolding Download PDF

Info

Publication number
EP0119379A2
EP0119379A2 EP84100070A EP84100070A EP0119379A2 EP 0119379 A2 EP0119379 A2 EP 0119379A2 EP 84100070 A EP84100070 A EP 84100070A EP 84100070 A EP84100070 A EP 84100070A EP 0119379 A2 EP0119379 A2 EP 0119379A2
Authority
EP
European Patent Office
Prior art keywords
coupling
wall
working platform
anchor
perforations
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
EP84100070A
Other languages
German (de)
French (fr)
Other versions
EP0119379B1 (en
EP0119379A3 (en
Inventor
Josef Maier
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.)
Individual
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
Priority to AT84100070T priority Critical patent/ATE22953T1/en
Publication of EP0119379A2 publication Critical patent/EP0119379A2/en
Publication of EP0119379A3 publication Critical patent/EP0119379A3/en
Application granted granted Critical
Publication of EP0119379B1 publication Critical patent/EP0119379B1/en
Expired legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/06Consoles; Brackets
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/04Means for fastening, supporting, or bracing scaffolds on or against building constructions
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/04Means for fastening, supporting, or bracing scaffolds on or against building constructions
    • E04G5/046Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/06Consoles; Brackets
    • E04G5/062Consoles; Brackets specially adapted for attachment to building walls

Definitions

  • the invention relates to a working platform which can be attached to an anchor, in particular to a formwork tie rod, in the upper region of a preferably concrete wall and is arranged with its accessible surface approximately at the height of the upper edge of the wall.
  • Such work platforms are known and are used to enable a bricklayer to wall up a further wall piece, to hold and carry formwork for a next higher wall or to provide appropriate safety at the bottom edge of the sloping roof during roofing work.
  • Such work platforms can be particularly well attached to a concrete wall, wherein the formwork tie rod originally belonging to the formwork or an opening left by it can be used to form or take up the anchor for holding the work platform.
  • the Schalungszug - anchors withdraw from the wall depending on the formwork at different heights.
  • a coupling for connecting the working platform to the formwork tie rod or a holding anchor inserted in its opening can be adjusted in height and fixed on the working platform.
  • the coupling can thus engage the formwork tie rod or its position, but the work platform can be oriented towards the upper edge of the wall.
  • the work platform is releasably attached to the coupling and has several fastening points arranged at different heights for this coupling. This results in a particularly simple construction.
  • the coupling has at least two perforations
  • the working platform on a preferably vertical support each has pairs of perforations which are offset in height from one another and whose distance corresponds to the spacing of the perforations on the coupling, so that the connection can be established with at least two bolts is.
  • a work platform designated as a whole has a walk-on running surface 2 and a railing 3 remote from the wall.
  • a horizontal support 4 and a vertical support 5 and a climbing strut 6 connecting them are arranged below the running surface.
  • the entire working platform 1 can be attached according to FIG. 2 to an anchor 7, preferably to a formwork tie anchor remaining in it from the previous manufacture of the wall 8, the walkable running surface 2 according to FIG. 1 being approximately at the height of the upper edge 9 on the wall 8 should come to rest.
  • a coupling 10, shown in more detail in FIG. 2, for connecting the work platform 1 to the anchor 7 on the work platform 1 is adjustable in height and definable.
  • the tread 2 can be adjusted to the height of the upper edge 9 of the wall 8 largely independently of the position of the armature 7.
  • the work platform 1 is detachably attached to the coupling 10 and has a plurality of fastening points 11 arranged at different heights for this coupling 10.
  • Fig. 2 it can be seen that the coupling 10 has two superposed perforations, while the work platform 1 on the vertical support 5 each has mutually offset perforation pairs, in which the perforations are each half the distance according to the distance of the perforations on the coupling Have 10. This enables a connection between the coupling 10 and the vertical support 5 and thus the working platform 1 with the aid of the screw bolts 12 visible in FIG. 2.
  • the coupling 10 is arranged in the upper region of the vertical support 5 and the support 5 has at its opposite lower end a transverse support 13 for contacting the wall 8. This results in a stable mounting in which the forces coming from the cantilevered running surface 2 are good the anchor 7 and the wall 8 can be introduced.
  • the coupling 10 has at least one angled, possibly also a U-shaped cross-sectional profile, and the leg 14, which runs parallel to the wall 8 in the position of use, now has the perforations for the releasable connecting bolts 12.
  • the coupling 10 has at least one transverse bolt 15 which is arranged at a distance from the support 5 closer to the wall 8 and which can be suspended in an anchor shoe 16 or the like.

Abstract

1. Scaffolding which is adapted to be attached to an anchor, in particular to a tie anchor or the like for formwork, in the upper area of a wall preferably made of concrete and can be disposed with its passable face at approximately the height of the upper edge of the wall, said scaffolding having a coupling for connection to the wall, characterized in that the coupling (10) is adapted to be vertically adjusted and fixed in position on the scaffolding (1) and serves to connect the scaffolding (1) to the tie anchor (7) for formwork or to a holding anchor inserted in the opening of said tie anchor.

Description

Die Erfindung betrifft eine Arbeitsbühne, die im oberen Bereich einer vorzugsweise betonierten Wand an einem Anker, insbesondere an einem Schalungszuganker anhängbar ist und mit ihrer begehbaren Fläche etwa auf der Höhe des oberen Randes der Wand angeordnet ist.The invention relates to a working platform which can be attached to an anchor, in particular to a formwork tie rod, in the upper region of a preferably concrete wall and is arranged with its accessible surface approximately at the height of the upper edge of the wall.

Derartige Arbeitsbühnen sind bekannt und dienen dazu, einem Maurer das Höhermauern eines weiteren Wandstückes zu ermöglichen, eine Schalung für eine nächst höhere Wandund aufzunehmen und zu tragen oder, um bei Dachdeckerarbeiten entsprechende Sicherheit am unteren Rand der Dachschräge zu bieten. Dabei lassen sich solche Arbeitsbühnen besonders gut an eine betonierte Wand anhängen, wobei der ursprünglich zu den Schalungen gehörende Schalungszuganker oder eine von diesem hinterlassene öffnung verwendet werden kann, um den Anker zum Halten der Arbeitsbühne zu bilden oder aufzunehmen. Dabei besteht jedoch das Problem, daß die Schalungszug- anker je nach verwendeter Schalung in unterschiedlichen Höhen aus der Wand austreten.Such work platforms are known and are used to enable a bricklayer to wall up a further wall piece, to hold and carry formwork for a next higher wall or to provide appropriate safety at the bottom edge of the sloping roof during roofing work. Such work platforms can be particularly well attached to a concrete wall, wherein the formwork tie rod originally belonging to the formwork or an opening left by it can be used to form or take up the anchor for holding the work platform. However, there is the problem that the Schalungszug - anchors withdraw from the wall depending on the formwork at different heights.

Es besteht deshalb die Aufgabe, eine Arbeitsbühne der eingangs erwähnten Art zu schaffen, die trotz beliebiger Höhe eines zuvor beim Betonieren der Wand verwendeten Schalungszugankers etwa auf der Höhe des oberen Randes der Wand angeordnet werden kann.It is therefore the task of creating a working platform of the type mentioned at the outset which, despite any height of a formwork tie rod previously used when concreting the wall, can be arranged approximately at the height of the upper edge of the wall.

Die Lösung dieser Aufgabe besteht darin, daß eine Kupplung zum Verbinden der Arbeitsbühne mit dem Schalungszuganker oder einem in dessen Öffnung eingesetzten Halteankter an der Arbeitsbühne höhenverstellbar und festlegbar ist. In überraschend einfacher Weise kann so die Kupplung jeweils an dem Schalungszuganker bzw. dessen Position angreifen, die Arbeitsbühne aber auf den oberen Rand der Wand hin ausgerichtet werden. Dabei ist es zweckmäßig, daß die Arbeitsbühne lösbar an der Kupplung befestigt ist und mehrere in unterschiedlichen Höhen angeordnete Befestigungsstellen für diese Kupplung aufweist. Dies ergibt eine besonders einfache Konstruktion.The solution to this problem is that a coupling for connecting the working platform to the formwork tie rod or a holding anchor inserted in its opening can be adjusted in height and fixed on the working platform. In a surprisingly simple manner, the coupling can thus engage the formwork tie rod or its position, but the work platform can be oriented towards the upper edge of the wall. It is expedient that the work platform is releasably attached to the coupling and has several fastening points arranged at different heights for this coupling. This results in a particularly simple construction.

Besonders zweckmäßig ist es, wenn die Kupplung wenigstens zwei Lochungen aufweist, und die Arbeitsbühne an einem vorzugsweise vertikalen Träger jeweils in der Höhe gegeneinander versetzte Lochungspaare hat, deren Abstand dem Abstand der Lochungen an der Kupplung entspricht, so daß die Verbindung mit wenigstens zwei Bolzen herstellbar ist.It is particularly expedient if the coupling has at least two perforations, and the working platform on a preferably vertical support each has pairs of perforations which are offset in height from one another and whose distance corresponds to the spacing of the perforations on the coupling, so that the connection can be established with at least two bolts is.

Weitere Ausgestaltungen der Erfindung sind Gegenstand weiterer Ansprüche.Further embodiments of the invention are the subject of further claims.

Nachstehend ist die Erfindung mit ihren ihr als wesentlich zugehörenden Einzelheiten anhand der Zeichnung noch näher beschrieben. Es zeigt in zum Teil schematisierter Darstellung:

  • Fig. 1 eine Seitenansicht einer erfindungsgemäßen Arbeitsbühne und
  • Fig. 2 in vergrößertem Maßstab eine teilweise im Schnitt gehaltene Seitenansicht der Kupplung zum Verbinden der Arbeitsbühne mit einer Wand.
The invention is described in more detail below with its details that are essential to it, using the drawing. It shows in a partially schematic representation:
  • Fig. 1 is a side view of a work platform according to the invention and
  • Fig. 2 on an enlarged scale, a partially sectioned side view of the coupling for connecting the work platform to a wall.

Eine im ganzen mit 1 bezeichnete Arbeitsbühne hat eine begehbare Lauffläche 2 sowie ein wandfernes Geländer 3. Unterhalb der Lauffläche sind ein horizontaler Träger 4 sowie ein vertikaler Träger 5 und eine diese verbindende Aussteigungsstrebe 6 angeordnet.A work platform designated as a whole has a walk-on running surface 2 and a railing 3 remote from the wall. A horizontal support 4 and a vertical support 5 and a climbing strut 6 connecting them are arranged below the running surface.

Die gesamte Arbeitsbühne 1 ist gemäß Fig. 2 an einem Anker 7, bevorzugt an einem von der vorangegangenen Herstellung der Wand 8 in dieser verbliebenen Schalungszuganker anhängbar, wobei die begehbare Lauffläche 2 gemäß Fig. 1 etwa auf der Höhe des oberen Randes 9 an der Wand 8 zu liegen kommen soll.The entire working platform 1 can be attached according to FIG. 2 to an anchor 7, preferably to a formwork tie anchor remaining in it from the previous manufacture of the wall 8, the walkable running surface 2 according to FIG. 1 being approximately at the height of the upper edge 9 on the wall 8 should come to rest.

Da die Anordnung des Ankers 7 davon abhängt, wo bei der vorher verwendeten Schalung zur Herstellung der Wand 8 ein oberer Schalungszuganker vorgesehen war, ist eine in Fig. 2 näher dargestellte Kupplung 10 zum Verbinden der Arbeitsbühne 1 mit dem Anker 7 an der Arbeitsbühne 1 höhenverstellbar und festlegbar. Somit kann die Lauffläche 2 weitgehend unabhängig von der Lage des Ankers 7 auf die Höhe des oberen Randes 9 der Wand 8 eingestellt werden.Since the arrangement of the anchor 7 depends on where an upper formwork tie rod was provided in the formwork previously used to produce the wall 8, a coupling 10, shown in more detail in FIG. 2, for connecting the work platform 1 to the anchor 7 on the work platform 1 is adjustable in height and definable. Thus, the tread 2 can be adjusted to the height of the upper edge 9 of the wall 8 largely independently of the position of the armature 7.

Dabei ist die Arbeitsbühne 1 lösbar an der Kupplung 10 befestigt und weist mehrere in unterschiedlichen Höhen angeordnete Befestigungsstellen 11 für diese Kupplung 10 auf.The work platform 1 is detachably attached to the coupling 10 and has a plurality of fastening points 11 arranged at different heights for this coupling 10.

In Fig. 2 erkennt man, daß die Kupplung 10 zwei übereinanderliegende Lochungen aufweist, während die Arbeitsbühne 1 an dem vertikalen Träger 5 jeweils in der Höhe gegeneinander versetzte Lochungspaare hat, bei denen die Lochungen jeweils den halben Abstand gemäß dem Abstand der Lochungen an der Kupplung 10 haben. Dadurch ist eine Verbindung zwischen der Kupplung 10 und dem vertikalen Träger 5 und somit der Arbeitsbühne 1 mit Hilfe der in Fig. 2 sichtbaren Schraubenbolzen 12 möglich.In Fig. 2 it can be seen that the coupling 10 has two superposed perforations, while the work platform 1 on the vertical support 5 each has mutually offset perforation pairs, in which the perforations are each half the distance according to the distance of the perforations on the coupling Have 10. This enables a connection between the coupling 10 and the vertical support 5 and thus the working platform 1 with the aid of the screw bolts 12 visible in FIG. 2.

Die Kupplung 10 ist im oberen Bereich des vertikalen Trägers 5 angeordnet und der Träger 5 hat an seinem entgegengesetzten unteren Ende eine Querabstützung 13 zum Anlegen an die Wand 8. Dies ergibt eine stabile Halterung, bei der die von der auskragenden Lauffläche 2 kommenden Kräfte gut in den Anker 7 und die Wand 8 eingeleitet werden können. Die Kupplung 10 hat dabei zumindest ein winkliges, gegebenenfalls auch ein U-förmiges Querschnittsprofil und der in Gebrauchsstellung parallel zur Wand 8 verlaufende Schenkel 14 hat nun die Lochungen für die lösbaren Verbindungsbolzen 12.The coupling 10 is arranged in the upper region of the vertical support 5 and the support 5 has at its opposite lower end a transverse support 13 for contacting the wall 8. This results in a stable mounting in which the forces coming from the cantilevered running surface 2 are good the anchor 7 and the wall 8 can be introduced. The coupling 10 has at least one angled, possibly also a U-shaped cross-sectional profile, and the leg 14, which runs parallel to the wall 8 in the position of use, now has the perforations for the releasable connecting bolts 12.

Man erkennt in der Zeichnung ferner, daß die Kupplung 10 wenigstens einen mit Abstand zu dem Träger 5 näher zur Wand 8 angeordneten Querbolzen 15 aufweist, der in einem Ankerschuh 16 od. dgl. mit dem Wandanker 7 verbundenen oder verbindbaren Teil einhängbar ist. Darunter befindet sich ein weiterer Bolzen 17 als Aushebesicherung. Dieser wird nach dem Einhängen des Querbolzens 15 in die nach oben offene Öffnung 18 des Ankerschuhs 16 unterhalg dieses Schuhs durch die Kupplung 10 gesteckt. Dann können auch Erschütterungen an der Arbeitsbühne 1 nicht mehr zu einem ungewollten Ausheben führen.It can also be seen in the drawing that the coupling 10 has at least one transverse bolt 15 which is arranged at a distance from the support 5 closer to the wall 8 and which can be suspended in an anchor shoe 16 or the like. The part connected or connectable to the wall anchor 7. Underneath there is a further bolt 17 as an anti-lift device. After the cross bolt 15 has been hooked into the upwardly open opening 18 of the anchor shoe 16, this is inserted under this shoe through the coupling 10. Then even vibrations on the work platform 1 can no longer lead to an unwanted lifting.

Alle in der vorstehenden Beschreibung, den Ansprüchen und der Zeichnung dargestellten Merkmale und Konstruktionsdetails können sowohl einzeln als auch in beliebiger Kombination miteinander wesentliche Bedeutung haben.All in the above description, the claims Features and construction details shown in the drawing can have significant meaning both individually and in any combination with one another.

Claims (7)

1. Arbeitsbühne, die im oberen Bereich einer vorzugsweise betonierten Wand an einem Anker, insbesondere an einem Schalungszuganker od. dgl. anhängbar ist und mit ihrer begehbaren Fläche etwa auf der Höhe des oberen Randes der Wand angeordnet werden kann, dadurch gekennzeichnet , daß eine Kupplung (10) zum Verbinden der Arbeitsbühne (1) mit dem Schalungszuganker (7) oder einem in dessen Öffnung eingesetzten Halteanker an der Arbeitsbühne (1) höhenverstellbar und festlegbar ist.1. Working platform, which can be attached to an anchor, in particular to a formwork tie rod or the like in the upper region of a preferably concrete wall and can be arranged with its walkable surface approximately at the height of the upper edge of the wall, characterized in that a coupling (10) for connecting the work platform (1) to the formwork tie rod (7) or a holding anchor inserted in its opening on the work platform (1) is height adjustable and fixable. 2. Arbeitsbühne nach Anspruch 1, dadurch gekennzeichnet, daß die Arbeitsbühne (1) lösbar an der Kupplung (10) befestigt ist und vorzugsweise mehrere in unterschiedlichen Höhen angeordnete Befestigungsstellen (11) für diese Kupplung (10) aufweist.2. Working platform according to claim 1, characterized in that the working platform (1) is releasably attached to the coupling (10) and preferably has a plurality of fastening points (11) arranged at different heights for this coupling (10). 3. Arbeitsbühne nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß die Kupplung (10) wenigstens zwei vorzugsweise übereinander angeordnete Lochungen aufweist und die Arbeitsbühne (1) an einem vorzugsweise vertikalen Träger (5) jeweils in der Höhe gegeneinander versetzte Lochungspaare hat, deren Einzellöcher einen dem Abstand der Lochungen an der Kupplung (10) entsprechenden Abstand haben, wobei zum Verbinden wenigstens zwei Bolzen (12) vorgesehen sind.3. Working platform according to claim 1 or 2, characterized in that the coupling (10) has at least two perforations, preferably arranged one above the other, and the working platform (1) preferably on one vertical support (5) has mutually offset pairs of perforations, the individual holes of which have a spacing corresponding to the spacing of the perforations on the coupling (10), at least two bolts (12) being provided for connection. 4. Arbeitsbühne nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, daß die Kupplung (10) im oberen Bereich des vertikalen Trägers (5) angeordnet ist und daß der Träger (5) an seinem entgegengesetzten unteren Ende eine Querabstützung (13) zum Anlegen an die Wand (8) aufweist.4. Working platform according to one of claims 1 to 3, characterized in that the coupling (10) is arranged in the upper region of the vertical support (5) and that the support (5) at its opposite lower end a transverse support (13) for applying on the wall (8). 5. Arbeitsbühne nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, daß die Kupplung (10) zumindest ein winkliges Querschnittsprofil hat und daß der in Gebrauchsstellung parallel zur Wand (8) verlaufende Schenkel (14) die Lochungen für die lösbaren Verbindungsbolzen (12) hat.5. Working platform according to one of claims 1 to 4, characterized in that the coupling (10) has at least one angled cross-sectional profile and that in the use position parallel to the wall (8) leg (14) has the perforations for the releasable connecting bolts (12) Has. 6. Arbeitsbühne nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, daß die Kupplung (10) wenigstens einen mit Abstand zü dem Träger (5) näher zur Wand (8) angeordneten Querbolzen (15) od. dgl. aufweist, der in einen Ankerschuh (16) od. dgl. mit dem Wandanker (7) verbundenen oder verbindbaren Teil einhängbar ist.6. Working platform according to one of claims 1 to 5, characterized in that the coupling (10) or at least one at a distance to the support (5) closer to the wall (8) arranged transverse bolt (15) or the like. Which in one Anchor shoe (16) or the like. Part which is connected or connectable to the wall anchor (7) can be suspended. 7. Arbeitsbühne nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, daß der Querbolzen (15) der Kupplung (10) in eine nach oben offene Ausnehmung (18) des Ankerschuhs (16) einhängbar ist und daß ein Sicherungsbolzen (17) insbesondere parallel zu dem Querbolzen (15) unter den Ankerschuh (16) in die Kupplung (10) einsteckbar ist.7. Working platform according to one of claims 1 to 6, characterized in that the cross bolt (15) of the coupling (10) in an upwardly open recess (18) of the anchor shoe (16) can be suspended and that a securing bolt (17) in particular parallel to the cross bolt (15) under the anchor shoe (16) can be inserted into the coupling (10).
EP84100070A 1983-03-22 1984-01-05 Scaffolding Expired EP0119379B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT84100070T ATE22953T1 (en) 1983-03-22 1984-01-05 WORK PLATFORM.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE8308465U 1983-03-22
DE19838308465U DE8308465U1 (en) 1983-03-22 1983-03-22 WORKING STAGE

Publications (3)

Publication Number Publication Date
EP0119379A2 true EP0119379A2 (en) 1984-09-26
EP0119379A3 EP0119379A3 (en) 1984-12-19
EP0119379B1 EP0119379B1 (en) 1986-10-15

Family

ID=6751460

Family Applications (1)

Application Number Title Priority Date Filing Date
EP84100070A Expired EP0119379B1 (en) 1983-03-22 1984-01-05 Scaffolding

Country Status (5)

Country Link
EP (1) EP0119379B1 (en)
AT (1) ATE22953T1 (en)
DE (2) DE8308465U1 (en)
DK (1) DK155680C (en)
NO (1) NO841104L (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2299126A (en) * 1995-03-24 1996-09-25 King M J Eng Co Walkway system
CN110700560A (en) * 2019-11-11 2020-01-17 浙江宇之航科技工程有限公司 Wall-attached hanging piece applied to attached lifting scaffold
CN111608385A (en) * 2020-05-23 2020-09-01 成都市天柱建筑工程有限公司 Wall connecting device for industrial factory building outer wall scaffold and use method thereof
CN111705668A (en) * 2020-06-19 2020-09-25 山西省交通规划勘察设计院有限公司 Method for fixedly connecting highway bridge pier support overhauling fence and bridge pier

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3639129A1 (en) * 1986-11-15 1988-05-26 Noe Schaltechnik Kg Climbing bracket

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2136395A5 (en) * 1972-04-10 1972-12-22 Outinord Sa Ets
FR2350112A2 (en) * 1976-05-07 1977-12-02 Seine & Lys Fall break for building workers - has bracket arches of flexible material supporting net apron and holding it taut
FR2370150A1 (en) * 1976-11-03 1978-06-02 Desbarats Jean Climbing working platform for building construction - has wall bracket support transferred as new floor is added and platform lifted
WO1982001026A1 (en) * 1980-09-11 1982-04-01 Wallther H Device for detachably supporting a work stand on a wall surface or the like

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2136395A5 (en) * 1972-04-10 1972-12-22 Outinord Sa Ets
FR2350112A2 (en) * 1976-05-07 1977-12-02 Seine & Lys Fall break for building workers - has bracket arches of flexible material supporting net apron and holding it taut
FR2370150A1 (en) * 1976-11-03 1978-06-02 Desbarats Jean Climbing working platform for building construction - has wall bracket support transferred as new floor is added and platform lifted
WO1982001026A1 (en) * 1980-09-11 1982-04-01 Wallther H Device for detachably supporting a work stand on a wall surface or the like

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2299126A (en) * 1995-03-24 1996-09-25 King M J Eng Co Walkway system
GB2299126B (en) * 1995-03-24 1998-10-21 King M J Eng Co Walkway system
CN110700560A (en) * 2019-11-11 2020-01-17 浙江宇之航科技工程有限公司 Wall-attached hanging piece applied to attached lifting scaffold
CN111608385A (en) * 2020-05-23 2020-09-01 成都市天柱建筑工程有限公司 Wall connecting device for industrial factory building outer wall scaffold and use method thereof
CN111705668A (en) * 2020-06-19 2020-09-25 山西省交通规划勘察设计院有限公司 Method for fixedly connecting highway bridge pier support overhauling fence and bridge pier

Also Published As

Publication number Publication date
DK155680C (en) 1989-09-25
DK116084A (en) 1984-09-23
DK155680B (en) 1989-05-01
DK116084D0 (en) 1984-02-28
ATE22953T1 (en) 1986-11-15
DE8308465U1 (en) 1983-09-08
EP0119379B1 (en) 1986-10-15
DE3460995D1 (en) 1986-11-20
NO841104L (en) 1984-09-24
EP0119379A3 (en) 1984-12-19

Similar Documents

Publication Publication Date Title
DE2814930A1 (en) CLIMBING FRAME
EP0064183B1 (en) Climbing form
WO2002103136A2 (en) Dismountable scaffolding
DE2217584C3 (en) Climbing formwork for a concrete wall formwork
EP0119379B1 (en) Scaffolding
DE3108020A1 (en) "PROTECTIVE DEVICE FOR METAL FRAME"
CH656171A5 (en) METHOD FOR ASSEMBLING AND STRETCHING A CEILING FOR CABLING WORK AND EQUIPMENT FOR CARRYING OUT THE METHOD.
DE820963C (en) Scaffolding with stands made of tubes
DE202022105308U1 (en) Device for preventing people from falling
DE2057263C3 (en) Device for supporting trench walls
DE2407103A1 (en) Ladder scaffolding supporting working-platform - with triangle-grouped cantilevered supports with hooked traverses on base bar
DE4114328C2 (en) Device for hanging a bracket frame element
EP1134331A2 (en) Set of elements for a scaffold
DE2530639A1 (en) FORMWORK SCAFFOLDING FOR CEILINGS
DE3303070A1 (en) Boundary like a railing or a fence
DE4318012C2 (en) Device for erecting building walls
DE811292C (en) Formwork scaffolding for beamless ceilings
DE3522632C1 (en) Roof scaffolding
DE19525183A1 (en) Support structure for maintaining frame at given height in construction of wall - has horizontal rod with shaped hole to receive telescopically adjustable bar
DE872112C (en) Formwork for building walls in loose or cast concrete
DE548162C (en) Timber frame construction
EP1452668A2 (en) Shuttering
AT248669B (en) Formwork for concrete walls
DE815097C (en) Formwork scaffolding for concrete walls
DE3428095A1 (en) Holding apparatus serving for increasing the stability of a floor shuttering support in construction

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

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

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

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

17P Request for examination filed

Effective date: 19841116

ITF It: translation for a ep patent filed

Owner name: ING. ZINI MARANESI & C. S.R.L.

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

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

REF Corresponds to:

Ref document number: 22953

Country of ref document: AT

Date of ref document: 19861115

Kind code of ref document: T

REF Corresponds to:

Ref document number: 3460995

Country of ref document: DE

Date of ref document: 19861120

ET Fr: translation filed
PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

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

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed
ITTA It: last paid annual fee
PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 19931230

Year of fee payment: 11

EPTA Lu: last paid annual fee
PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: LU

Payment date: 19950101

Year of fee payment: 12

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: SE

Payment date: 19950123

Year of fee payment: 12

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 19950127

Year of fee payment: 12

Ref country code: FR

Payment date: 19950127

Year of fee payment: 12

EAL Se: european patent in force in sweden

Ref document number: 84100070.6

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: AT

Payment date: 19950131

Year of fee payment: 12

Ref country code: NL

Payment date: 19950131

Year of fee payment: 12

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 19950213

Year of fee payment: 12

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: BE

Payment date: 19950307

Year of fee payment: 12

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Effective date: 19951003

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19960105

Ref country code: AT

Effective date: 19960105

Ref country code: GB

Effective date: 19960105

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Effective date: 19960106

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BE

Effective date: 19960131

Ref country code: CH

Effective date: 19960131

Ref country code: LI

Effective date: 19960131

BERE Be: lapsed

Owner name: MAIER JOSEF

Effective date: 19960131

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Effective date: 19960801

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 19960105

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Effective date: 19960930

NLV4 Nl: lapsed or anulled due to non-payment of the annual fee

Effective date: 19960801

EUG Se: european patent has lapsed

Ref document number: 84100070.6

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST