CA2600853A1 - Working platform - Google Patents

Working platform Download PDF

Info

Publication number
CA2600853A1
CA2600853A1 CA002600853A CA2600853A CA2600853A1 CA 2600853 A1 CA2600853 A1 CA 2600853A1 CA 002600853 A CA002600853 A CA 002600853A CA 2600853 A CA2600853 A CA 2600853A CA 2600853 A1 CA2600853 A1 CA 2600853A1
Authority
CA
Canada
Prior art keywords
working platform
assembly according
platform assembly
tower
carrier
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
CA002600853A
Other languages
French (fr)
Other versions
CA2600853C (en
Inventor
Aloys Wobben
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
Publication of CA2600853A1 publication Critical patent/CA2600853A1/en
Application granted granted Critical
Publication of CA2600853C publication Critical patent/CA2600853C/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

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
    • E04G1/00—Scaffolds primarily resting on the ground
    • E04G1/36—Scaffolds for particular parts of buildings or buildings of particular shape, e.g. for stairs, cupolas, domes
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
    • E04F11/02—Stairways; Layouts thereof
    • E04F11/04—Movable stairways, e.g. of loft ladders which may or may not be concealable or extensible
    • 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
    • E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/24—Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons
    • 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
    • E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
    • E04G3/30—Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables

Abstract

The invention relates to a working platform to be used inside a tower-type building. The aim of said invention is to design a working platform, which can be used when the top section of the tower is closed by a structure. For this purpose, the inventive working platform consists of a bearing structure in the form of sheared lattice frame and a platform placed thereon. Said bearing structure in the form of sheared lattice frame enables the inventive working platform to be adapted to various internal diameters of the tower-type building, thereby covering the entire tower cross section. The bearing structure in the form of sheared lattice frame also makes it possible to release the working platform from the tower wall and to fix it in the other part of the tower having the different cross section.

Claims (9)

1. ~A working platform assembly for use in the interior of a tower-like building characterised by a scissor lattice-like carrier structure and a working platform arranged on the carrier structure.
2. ~A working platform assembly according to claim 1 characterised in that the carrier structure has at least three scissor lattice-like carrier arms spaced at a uniform arcuate distance.
3. ~A working platform assembly according to one of claims 1 and 2 characterised by a central carrier element to which the scissor lattice-like carrier structures are pivotably mounted in radial orientation.
4. ~A working platform assembly according to one of claims 1, 2 and 3 characterised in that the working platform has a plurality of mutually partially overlapping plates.
5. ~A working platform assembly according to claim 4 characterised in that each of the plates has an opening, wherein the opening extends from the centre point of the plate in a radial direction towards the central carrier element.
6. ~A working platform assembly according to one of the preceding claims characterised by a Tirak winch at the peripheral end of each carrier arm.
7. ~A working platform assembly according to one of the preceding claims characterised by an actuating element which is arranged around the central carrier element and acts on the lower scissor lattice bars bearing against the central carrier element and is arranged along the central carrier element.
8. ~A system for the use of a working platform assembly according to one of the preceding claims characterised by holders for attaching cables which are fixed to the wall in the interior of the tower-like building at predetermined spacings, wherein the cables are guided through the Tirak winches.
9. ~A system for the use of a working platform assembly according to claim 8 characterised by a transverse member which is arranged releasably in a tower segment which is to be fitted in position and which co-operates with the actuating element by means of a cable and a winch.
CA2600853A 2005-03-16 2006-03-16 Working platform Expired - Fee Related CA2600853C (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE102005012497.6 2005-03-16
DE102005012497A DE102005012497A1 (en) 2005-03-16 2005-03-16 platform
PCT/EP2006/060785 WO2006097505A1 (en) 2005-03-16 2006-03-16 Working platform

Publications (2)

Publication Number Publication Date
CA2600853A1 true CA2600853A1 (en) 2006-09-21
CA2600853C CA2600853C (en) 2011-07-05

Family

ID=36764517

Family Applications (1)

Application Number Title Priority Date Filing Date
CA2600853A Expired - Fee Related CA2600853C (en) 2005-03-16 2006-03-16 Working platform

Country Status (19)

Country Link
US (1) US20090173577A1 (en)
EP (1) EP1861564B1 (en)
JP (1) JP4642894B2 (en)
KR (2) KR20100021534A (en)
CN (1) CN100535361C (en)
AT (1) ATE468453T1 (en)
AU (2) AU2006224584B2 (en)
BR (1) BRPI0608824B1 (en)
CA (1) CA2600853C (en)
CY (1) CY1110120T1 (en)
DE (2) DE102005012497A1 (en)
DK (1) DK1861564T3 (en)
ES (1) ES2343368T3 (en)
NO (1) NO339741B1 (en)
NZ (1) NZ561117A (en)
PL (1) PL1861564T3 (en)
PT (1) PT1861564E (en)
SI (1) SI1861564T1 (en)
WO (1) WO2006097505A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7739843B2 (en) 2007-08-03 2010-06-22 Alejandro Cortina-Cordero Pre-stressed concrete tower for wind power generators

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US20080302605A1 (en) * 2007-06-08 2008-12-11 Andre St-Germain Size adjustable platform for scaffolding
KR20110041486A (en) * 2008-06-23 2011-04-21 인텔리전트 타워 솔루션즈 에이피에스 Platform, in particular interior platform for tubular tower
KR101038226B1 (en) * 2008-10-24 2011-06-01 (주)유진기업 Workbench for the ferroconcrete barrier steel wire establishment of the atomic reactor and establishment method of the steel wire cable which uses this
BR112012005877A2 (en) 2009-09-15 2017-06-06 Andresen Towers As tubular construction with hingedly attached platform segment
CN103264772A (en) * 2011-11-16 2013-08-28 北京晟航国瑞科技有限公司 Passenger stair for transporting passengers
CN103061992B (en) * 2012-12-13 2014-11-19 北京金风科创风电设备有限公司 Operation platform
DE102013011489B4 (en) * 2013-07-09 2021-09-16 Liebherr-Werk Ehingen Gmbh Tower crane
PT3034870T (en) * 2014-12-15 2022-09-13 Nordex Energy Spain S A Wind turbine with concrete tower and assembly process of wind turbine with concrete tower
EP3095750B1 (en) * 2015-05-19 2018-07-11 Anco Maritime Activities Ltd. Method for inspecting an inside room of a ship and/or performing works therein
DE102016109818A1 (en) 2016-05-27 2017-11-30 Wobben Properties Gmbh Climbing device for carrying out a movement relative to a tower and method for producing a tower
ES2763850T3 (en) 2017-03-23 2020-06-01 Nordex Energy Gmbh Device for the assembly and maintenance of a tower for a wind turbine and use of it as well as the tower of a wind turbine
DE102017116872A1 (en) 2017-07-26 2019-01-31 Wobben Properties Gmbh Wind turbine steel tower section for a wind turbine tower and process of manufacture
DE102017116873A1 (en) 2017-07-26 2019-01-31 Wobben Properties Gmbh Wind turbine steel tower ring segment and procedure
DK3444471T3 (en) 2017-08-18 2020-07-27 Nordex Energy Gmbh MAINTENANCE PLATFORM AND ARRANGEMENT FOR MAINTENANCE INSTALLATIONS IN A TOWER FOR A WIND ENERGY PLANT AND METHOD FOR INSTALLING A MAINTENANCE PLATFORM
DE102017128143B3 (en) 2017-11-28 2019-01-10 Nordex Energy Gmbh Maintenance platform for maintenance of installations in a tower for a wind turbine and arrangement of a maintenance platform
JP6357287B1 (en) * 2018-04-02 2018-07-11 株式会社プラントベース Method for discharging powder particles that are stuck inside the hollow structure
CN115233961A (en) * 2022-06-13 2022-10-25 上海建工一建集团有限公司 Construction safety protection platform structure and method for air deformation of core barrel

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7739843B2 (en) 2007-08-03 2010-06-22 Alejandro Cortina-Cordero Pre-stressed concrete tower for wind power generators

Also Published As

Publication number Publication date
CN101137806A (en) 2008-03-05
EP1861564A1 (en) 2007-12-05
US20090173577A1 (en) 2009-07-09
NO20075276L (en) 2007-10-15
DE502006006976D1 (en) 2010-07-01
WO2006097505A1 (en) 2006-09-21
CY1110120T1 (en) 2015-01-14
AU2010202780A1 (en) 2010-07-22
PT1861564E (en) 2010-06-28
CA2600853C (en) 2011-07-05
BRPI0608824B1 (en) 2017-03-14
CN100535361C (en) 2009-09-02
PL1861564T3 (en) 2010-11-30
JP4642894B2 (en) 2011-03-02
ATE468453T1 (en) 2010-06-15
SI1861564T1 (en) 2010-06-30
JP2008533334A (en) 2008-08-21
KR20070112238A (en) 2007-11-22
EP1861564B1 (en) 2010-05-19
BRPI0608824A2 (en) 2011-03-15
ES2343368T3 (en) 2010-07-29
NO339741B1 (en) 2017-01-30
KR101009519B1 (en) 2011-01-18
NZ561117A (en) 2011-02-25
AU2006224584A1 (en) 2006-09-21
KR20100021534A (en) 2010-02-24
DE102005012497A1 (en) 2006-09-21
AU2006224584B2 (en) 2010-04-01
DK1861564T3 (en) 2010-08-09

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EEER Examination request
MKLA Lapsed

Effective date: 20200831