NO841104L - WORK PLATFORM - Google Patents

WORK PLATFORM

Info

Publication number
NO841104L
NO841104L NO841104A NO841104A NO841104L NO 841104 L NO841104 L NO 841104L NO 841104 A NO841104 A NO 841104A NO 841104 A NO841104 A NO 841104A NO 841104 L NO841104 L NO 841104L
Authority
NO
Norway
Prior art keywords
work platform
coupling
wall
anchor
platform according
Prior art date
Application number
NO841104A
Other languages
Norwegian (no)
Inventor
Josef Maier
Original Assignee
Josef Maier
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 Josef Maier filed Critical Josef Maier
Publication of NO841104L publication Critical patent/NO841104L/en

Links

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

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Low-Molecular Organic Synthesis Reactions Using Catalysts (AREA)
  • Glass Compositions (AREA)
  • Lubricants (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Earth Drilling (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Retaining Walls (AREA)
  • Vehicle Body Suspensions (AREA)
  • Forklifts And Lifting Vehicles (AREA)
  • Ladders (AREA)

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

Oppfinnelsen angår en arbeidsplattform som kan henges opp i det øvre område av en fortrinnsvis betongstøpt vegg i et anker, særlig i et forskalingstrekkanker og med sin gangflate er anordnet tilnærmet i høyde med veggens øvre kant. The invention relates to a work platform which can be suspended in the upper area of a preferably concrete cast wall in an anchor, particularly in a formwork tension anchor and with its walking surface arranged approximately at the height of the wall's upper edge.

Slike arbeidsplattformer er kjent og tjener til å gjøre det mulig for en murer å mure høyere en ytterligere veggdel, å oppta en forskaling for en neste høyere vegg og å bære eller for å by en tilsvarende sikkerhet ved taktekker-arbeider ved den nedre kant av skråtaket. I dette tilfelle lar slike arbeidsplattformer seg særlig godt henge opp på en betongstøpt vegg, idet det opprinnelig til forskalingen hørende forskalingstrekkanker eller en åpning som står igjen fra dette, kan anvendes til å danne eller oppta ankeret til feste for arbeidsplattformen. Derved består imidlertid det problem at forskalingsankrene alt etter anvendt forskaling stikker frem fra veggen i forskjellige høyder. Such working platforms are known and serve to make it possible for a bricklayer to brick a further wall section higher, to occupy a formwork for a next higher wall and to carry or to provide a similar safety for roofers working at the lower edge of the pitched roof . In this case, such work platforms can be hung particularly well on a concrete-cast wall, as the formwork tension anchors originally belonging to the formwork or an opening left over from this can be used to form or accommodate the anchor for fixing the work platform. However, there remains the problem that the formwork anchors protrude from the wall at different heights depending on the formwork used.

Det foreligger således den oppgave å skaffe til-veie en arbeidsplattform av den til å begynne med beskrevne art, hvilken til tross for vilkårlig høyde av et på forhånd ved betongstøping av veggen anvendt forskalingstrekkanker kan anordnes tilnærmet i høyde med veggens øverste kant. Løsnin-gen på denne oppgave består i at en kobling til forbindelse av arbeidsplattformen med forskalingstrekkankeret eller et festeanker som er satt inn i dettes åpning, er høydeinnstillbar og låsbar på arbeidsplattformen. På en overraskende enkel måte kan således koblingen angripe henholdsvis på forskalingstrekkankeret og på dettes posisjon, mens arbeidsplattformen innstilles etter veggens øvre kant. Det er i dette tilfelle hensiktsmessig at arbeidsplattformen er løsbart festet til koblingen og har flere i forskjellig høyde anordnete festepunkter for denne kobling. Dette gir en særlig enkel kon-struksjon. There is thus the task of providing a work platform of the kind described at the outset, which, despite the arbitrary height of a formwork tension anchor used in advance when casting the wall in concrete, can be arranged approximately at the height of the top edge of the wall. The solution to this task is that a link to connect the work platform with the formwork tension anchor or a fixing anchor which is inserted in its opening, is height-adjustable and lockable on the work platform. In a surprisingly simple way, the coupling can thus attack respectively the formwork tension anchor and its position, while the work platform is adjusted to the upper edge of the wall. In this case, it is appropriate that the work platform is releasably attached to the coupling and has several attachment points arranged at different heights for this coupling. This provides a particularly simple construction.

Det er særlig hensiktsmessig at koblingen har i det minste to huller og arbeidsplattformen på en fortrinnsvis vertikal bærebjelke har respektive i høyden i forhold til hverandre forskutte hullpar, hvis avstand tilsvarer hullenes avstand på koblingen, slik at forbindelsen kan opprettes med minst to bolter. It is particularly appropriate that the coupling has at least two holes and the work platform on a preferably vertical support beam has respective pairs of holes offset in height in relation to each other, the distance of which corresponds to the distance of the holes on the coupling, so that the connection can be made with at least two bolts.

Ytterligere utformninger av oppfinnelsen vil frem-gå av karakteristikken i underkravene. Further designs of the invention will appear from the characteristics in the subclaims.

I det følgende skal oppfinnelsen beskrives nærmere med sine som vesentlig ansette detaljer under henvisning til tegningen, som delvis skjematisk på fig. 1 viser et sideriss av en arbeidsplattform ifølge oppfinnelsen og på fig. 2 i større målestokk et delvis i snitt fremstilt sideriss av koblingen til forbindelse av arbeidsplattformen med en vegg. In what follows, the invention will be described in more detail with its essential details with reference to the drawing, which is partially schematic in fig. 1 shows a side view of a work platform according to the invention and in fig. 2, on a larger scale, a partially cut side view of the connection for connecting the work platform with a wall.

En som helhet med 1 betegnet arbeidsplattform har en gangflate 2 samt et gelender 3 lengst bort fra veggen. Under gangflaten er anordnet en horisontal bærebjelke 4 samt en vertikal bærebjelke 5 og en avstiver 6 som forbinder disse. A work platform designated as a whole with 1 has a walking surface 2 and a handrail 3 furthest from the wall. A horizontal support beam 4 as well as a vertical support beam 5 and a brace 6 connecting these are arranged under the walking surface.

Hele arbeidsplattformen 1 kan ifølge fig. 2 henges opp på et anker 7 som fortrinnsvis står igjen etter den forut-gående fremstilling av veggen 8, idet gangflaten 2 på fig. 1 skal komme til å ligge tilnærmet i høyde med veggens 8 øvre kant 9. The entire work platform 1 can, according to fig. 2 is hung on an anchor 7 which preferably remains after the previous construction of the wall 8, as the walking surface 2 in fig. 1 should lie approximately at the same height as the upper edge 9 of the wall 8.

Da anordningen av ankeret 7 er avhengig av hvor det - under den tidligere anvendte forskaling til fremstilling av veggen 8 var anordnet et øvre forskalingstrekkanker, kan en på fig. 2 nærmere vist kobling 10 til forbindelse av arbeidsplattformen 1 med ankeret 7 høydeinnstilles og låses til arbeidsplattformen 1. Således kan gangflaten 2 i stor ut-strekning innstilles uavhengig av stillingen av ankeret 7 etter høyden av veggens 8 øvre kant 9 . Since the arrangement of the anchor 7 depends on where - during the previously used formwork for the production of the wall 8 an upper formwork tension anchor was arranged, one can on fig. 2, the coupling 10 for connecting the working platform 1 with the anchor 7 is height-adjusted and locked to the working platform 1. Thus, the walking surface 2 can be adjusted to a large extent independently of the position of the anchor 7 according to the height of the upper edge 9 of the wall 8.

Derved er arbeidsplattformen 1 festet løsbart til koblingen 10 og har flere i forskjellig høyde anordnede festepunkter 11 for denne kobling 10. Thereby, the work platform 1 is releasably attached to the coupling 10 and has several attachment points 11 arranged at different heights for this coupling 10.

På fig. 2 kan man se at koblingen 10 har to over hverandre liggende huller, mens arbeidsplattformen 1 på den vertikale bærebjelke 5 har respektive i høyden i forhold til hverandre forskutte hullpar, hvor hullene har respektive den halve avstand i forhold til avstanden for hullene i koblingen 10. Derved er en forbindelse mellom koblingen 10 og den vertikale bærebjelke 5 og således arbeidsplattformen 1 mulig ved hjelp av de på fig. 2 synlige skruebolter 12. Koblingen 10 er anordnet i det øvre område av den vertikale bærebjelke 5 og bærebjelken 5 har ved sin motsatte nedre ende en tverr-støtte 13 for anlegg mot veggen 8. Dette gir et stabilt feste. In fig. 2 it can be seen that the coupling 10 has two holes lying one above the other, while the work platform 1 on the vertical support beam 5 has respective pairs of holes offset in height in relation to each other, where the holes each have half the distance in relation to the distance for the holes in the coupling 10. Thereby, a connection between the coupling 10 and the vertical support beam 5 and thus the work platform 1 is possible by means of those in fig. 2 visible screw bolts 12. The coupling 10 is arranged in the upper area of the vertical support beam 5 and the support beam 5 has at its opposite lower end a transverse support 13 for abutment against the wall 8. This provides a stable attachment.

hvor de krefter som kommer fra den utkragende gangflate 2, where the forces coming from the cantilevered walking surface 2,

kan føres godt inn i ankeret 7 og veggen 8. Koblingen 10 har i dette tilfelle i det minste et vinkelformet, eventuelt også et U-formet tverrsnittsprofil og det i bruksstillingen parallelt med veggen forløpende ben 14 har nå hullene for de løs-bare forbindelsesbolter 12. can be guided well into the anchor 7 and the wall 8. In this case, the coupling 10 has at least an angular, possibly also a U-shaped cross-sectional profile and the leg 14 running parallel to the wall in the use position now has the holes for the detachable connection bolts 12 .

Man ser videre på tegningen at koblingen 10 i det minste har en i en avstand fra bærebjelken 5 nærmere veggen 8 anordnet tverrgående bolt 15 som kan hakes inn på en ankersko 16 e.l. del som er forbundet eller kan forbindes med veggankeret 7. Under samme befinner seg en ytterligere bolt 17 som løftesikring. Denne blir etter innhaking av den tverrgående bolt 15 i den oppover åpne åpning 18 i ankerskoen 16 stukket gjennom koblingen 10 under denne sko. Da kan heller ikke rystelser på arbeidsplattformen 1 lenger føre til en utilsiktet løfting. You can further see in the drawing that the coupling 10 has at least one transverse bolt 15 arranged at a distance from the support beam 5 closer to the wall 8 which can be hooked onto an anchor shoe 16 or the like. part that is connected or can be connected to the wall anchor 7. Underneath the same is a further bolt 17 as a lifting safety device. After hooking the transverse bolt 15 in the upwardly open opening 18 in the anchor shoe 16, this is inserted through the coupling 10 under this shoe. Then, vibrations on the work platform 1 can no longer lead to an unintentional lifting.

Alle de ovenfor beskrevne og i kravene og tegningen viste trekk og konstruksjonsdetaljer har vesentlig betyd-ning både enkeltvis og i vilkårlig kombinasjon med hverandre. All the features and construction details described above and shown in the requirements and the drawing are of significant importance both individually and in arbitrary combination with each other.

Claims (7)

1. Arbeidsplattform som kan henges opp i det øvre område av en fortrinnsvis betongstøpt vegg i et anker, særlig i et forskalingstrekkanker e.l. og som med sin gangflate kan anordnes tilnærmet i høyde med veggens øvre kant, karakterisert ved at en kobling (10) til forbindelse av arbeidsplattformen (1) med forskalingstrekkankeret (7) eller et festeanker som er satt inn i dettes åpning, er høydeinnstillbart og låsbart anordnet på arbeidsplattformen (1) .1. Work platform that can be suspended in the upper area of a preferably concrete-cast wall in an anchor, especially in a formwork tension anchor or the like. and which with its walking surface can be arranged approximately at the same height as the upper edge of the wall, characterized in that a connection (10) to connect the work platform (1) with the formwork tension anchor (7) or a fixing anchor which is inserted into its opening, is height-adjustable and lockable arranged on the work platform (1) . 2. Arbeidsplattform ifølge krav 1, karakterisert ved at den er løsbart festet til koblingen (10) og fortrinnsvis har flere i forskjellige høyder anordnede festepunkter (11) for denne kobling (10).2. Work platform according to claim 1, characterized in that it is releasably attached to the coupling (10) and preferably has several attachment points (11) arranged at different heights for this coupling (10). 3. Arbeidsplattform ifølge krav 1 eller 2, karakterisert ved at koblingen (10) har minst to fortrinnsvis over hverandre anordnede huller og arbeidsplattformen (1) i en fortrinnsvis vertikal bærebjelke (5) har respektive i høyden i forhold til hverandre forskutte hullpar, hvis enkelte huller har en avstand som tilsvarer hullavstan-den i koblingen (10), idet minst to bolter (12) er anordnet til forbindelsen.3. Work platform according to claim 1 or 2, characterized in that the coupling (10) has at least two holes preferably arranged one above the other and the work platform (1) in a preferably vertical support beam (5) has respective pairs of holes offset in height in relation to each other, if individual holes have a distance that corresponds to the hole distance in the coupling (10), as at least two bolts (12) are arranged for the connection. 4. Arbeidsplattform ifølge et av kravene 1 - 3, karakterisert ved at koblingen (10) er anordnet i det øvre område av den vertikale bærebjelke (5) og at bjelken (5) ved sin motsatte nedre ende har en tverrstøtte (13) for anlegg mot veggen (8).4. Work platform according to one of claims 1 - 3, characterized in that the coupling (10) is arranged in the upper area of the vertical support beam (5) and that the beam (5) has a transverse support (13) at its opposite lower end for installation against the wall (8). 5. Arbeidsplattform ifølge et av kravene 1 - 4, karakterisert ved at koblingen (10) har i det minste ett vinkelformet tverrsnittsprofil og at det i bruksstillingen parallelt med veggen (8) forløpende ben (14) har hullene for de lø sbare forbindelsesbolter (12).5. Work platform according to one of the claims 1 - 4, characterized in that the coupling (10) has at least one angular cross-sectional profile and that in the use position parallel to the wall (8) the leg (14) running parallel to the wall (8) has the holes for the detachable connection bolts (12 ). 6. Arbeidsplattform ifølge et av kravene 1 - 5, karakterisert ved at koblingen (10) har minst én i en avstand fra bærebjelken (5) nærmere veggen (8) anordnet tverrgående bolt (15) eller lignende, hvilken kan hakes inn i en ankersko (16) eller lignende del som er forbundet eller kan forbindes med veggankeret (7).6. Work platform according to one of claims 1 - 5, characterized in that the coupling (10) has at least one at a distance from the support beam (5) closer to the wall (8) arranged transverse bolt (15) or the like, which can be hooked into an anchor shoe (16) or similar part which is connected or can be connected to the wall anchor (7). 7. Arbeidsplattform ifølge et av kravene 1 -6, karakterisert ved at den tverrgående bolt (15) i koblingen (10) kan hakes inn i en oppover åpen utsparing (18) i ankerskoen (16) og at en sikringsbolt (17)# særlig parallell med den tverrgående bolt (15) kan stikkes inn i koblingen (10) under ankerskoen (16).7. Work platform according to one of the claims 1-6, characterized in that the transverse bolt (15) in the coupling (10) can be hooked into an upwardly open recess (18) in the anchor shoe (16) and that a securing bolt (17)# in particular parallel to the transverse bolt (15) can be inserted into the coupling (10) under the anchor shoe (16).
NO841104A 1983-03-22 1984-03-21 WORK PLATFORM NO841104L (en)

Applications Claiming Priority (1)

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

Publications (1)

Publication Number Publication Date
NO841104L true NO841104L (en) 1984-09-24

Family

ID=6751460

Family Applications (1)

Application Number Title Priority Date Filing Date
NO841104A NO841104L (en) 1983-03-22 1984-03-21 WORK PLATFORM

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)

Families Citing this family (5)

* 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
GB9506055D0 (en) * 1995-03-24 1995-05-10 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
CN111705668B (en) * 2020-06-19 2021-11-23 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

Family Cites Families (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
SE424893B (en) * 1980-09-11 1982-08-16 Goeteborg Staellningsgruppen DEVICE FOR THE WALKING OR LARGE LOSTABLE TO PREPARE A WORKING POSITION

Also Published As

Publication number Publication date
ATE22953T1 (en) 1986-11-15
EP0119379A3 (en) 1984-12-19
DK116084A (en) 1984-09-23
DK155680B (en) 1989-05-01
DK155680C (en) 1989-09-25
DE8308465U1 (en) 1983-09-08
EP0119379B1 (en) 1986-10-15
EP0119379A2 (en) 1984-09-26
DK116084D0 (en) 1984-02-28
DE3460995D1 (en) 1986-11-20

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