NO841104L - WORK PLATFORM - Google Patents
WORK PLATFORMInfo
- 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
Links
- 230000008878 coupling Effects 0.000 claims abstract description 26
- 238000010168 coupling process Methods 0.000 claims abstract description 26
- 238000005859 coupling reaction Methods 0.000 claims abstract description 26
- 238000009415 formwork Methods 0.000 claims abstract description 15
- 238000009434 installation Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 description 3
- 239000011449 brick Substances 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/06—Consoles; Brackets
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
- E04G5/046—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/06—Consoles; Brackets
- E04G5/062—Consoles; 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
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)
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)
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)
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 |
-
1983
- 1983-03-22 DE DE19838308465U patent/DE8308465U1/en not_active Expired
-
1984
- 1984-01-05 EP EP84100070A patent/EP0119379B1/en not_active Expired
- 1984-01-05 DE DE8484100070T patent/DE3460995D1/en not_active Expired
- 1984-01-05 AT AT84100070T patent/ATE22953T1/en not_active IP Right Cessation
- 1984-02-28 DK DK116084A patent/DK155680C/en active
- 1984-03-21 NO NO841104A patent/NO841104L/en unknown
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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