CN100535361C - Work platform - Google Patents
Work platform Download PDFInfo
- Publication number
- CN100535361C CN100535361C CNB2006800081017A CN200680008101A CN100535361C CN 100535361 C CN100535361 C CN 100535361C CN B2006800081017 A CNB2006800081017 A CN B2006800081017A CN 200680008101 A CN200680008101 A CN 200680008101A CN 100535361 C CN100535361 C CN 100535361C
- Authority
- CN
- China
- Prior art keywords
- working platform
- tower
- support pieces
- central support
- wire rope
- 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.)
- Expired - Fee Related
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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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Wind Motors (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Bridges Or Land Bridges (AREA)
- Movable Scaffolding (AREA)
- Glass Compositions (AREA)
- Low-Molecular Organic Synthesis Reactions Using Catalysts (AREA)
- Lubricants (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Types And Forms Of Lifts (AREA)
- Pharmaceuticals Containing Other Organic And Inorganic Compounds (AREA)
- Organic Low-Molecular-Weight Compounds And Preparation Thereof (AREA)
- Support Of Aerials (AREA)
- Gloves (AREA)
- Emergency Lowering Means (AREA)
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.
Description
Technical field
The present invention relates to a kind of at the inner working platform that uses of Tower Building.
Background technology
When the Tower Building of for example building as this high tower of wind power installation, need construct in Tower Building inside sometimes.Typically a working platform is fixed on the inside that is transported to Tower Building on the crane and from above for this reason.Yet just can accomplish under this situation of only opening wide in the upper end of Tower Building.As long as Tower Building is sealing upwards, just can not re-use the working platform on the crane.Because the high tower of wind power installation for example height can reach 100 meters, so can not be easily in the high tower interior construction.
As prior art following document is proposed totally here: DE 366A; AT 203 033 and US 1 652 403.
Summary of the invention
Therefore the objective of the invention is to, a kind of working platform that can use in Tower Building inside is provided.
This purpose is achieved by a kind of working platform according to the present invention.
Therefore provide a kind of can be for example as the inner working platform that uses of this Tower Building of the high tower of wind power installation.This working platform has scissor lattice supporting construction.On this supporting construction, working plate is set.
Therefore a kind of working platform that can match with varying cross-section is provided.Thereby this is significant to upwards the come to a point Tower Building of the corresponding change of area used for working platform of cross section especially.
The present invention is based on following idea, the framework that scissor lattice promptly is provided is as the supporting construction that is used for working platform, and this framework raises along with the upwards progress of construction location in Tower Building inside and has a working platform.On the high tower that this working platform or inside panel advantageously can be applied to be made by concrete precast element.
Have support on the circumference within it for building the employed concrete precast element of high tower, can hang the parts of inside panel or inside panel above.These supports are the height and distance setting to predesignate preferably.Support can be installed on the concrete precast element in advance or can pack into afterwards.The support of distributed setting can make working platform produce a kind of mountaineer's of being similar to state, and the mountaineer hammers into hook in the crag above its position when climbing and the position of always continuing to climb this hook then.
This hook of afterwards packing into is feasible in principle, but expends time in.Therefore preferred support is installed in advance, thereby working platform can make progress unblockedly or arrive downwards on these supports.
Certainly, under the situation of suspended carriage of selecting temporarily to dismantle, install afterwards and also be fine, need more spending because do like this.
The present invention a kind of preferred embodiment in, around central support pieces setting operation spare, described operating parts acts on the scissor lattice rod in the bottom that is on the central support pieces.Can apply pulling force to the scissor lattice rod in bottom by operating parts.Make scissor lattice retraction like this and therefore the size of working platform is reduced, thereby it can enter in the high tower section that cross section reduces.Exert pressure to make to scissor lattice rod and move outside the scissor lattice and working platform is strengthened.Spread all over whole tower cross section and be in Ta Bishang if working platform has extended, by adjusting thrust to scissor lattice rod applied pressure, the circumferential edges of working platform utilizes this thrust to be close to Ta Bishang so.
Below being configured in, of the present invention other specify.
Description of drawings
Now embodiments of the invention are elaborated by means of accompanying drawing.Wherein:
Fig. 1 to Fig. 4 illustrates the cross section according to first embodiment Tower Building when construction of buildings respectively;
Fig. 5 illustrates the sectional drawing of the Tower Building that wherein has working platform;
Fig. 6 illustrates the cross section of the Tower Building that has the relevant work platform;
Fig. 7 illustrates another cross section that has according to the Tower Building of the first embodiment working platform; And
Fig. 8 illustrates the simplification view of the single plate of working platform.
The specific embodiment
Fig. 1 illustrates the cross section of the Tower Building of the working platform that has foundation first embodiment.At the building of building 100, preferably the high tower of wind power installation has two concrete precast elements of making in advance 10,11, they are stacked on top of each other.Working platform 50 is dropped to the inside of Tower Building by means of crane rope 20.Working platform 50 consists essentially of supporting construction and working plate 7 in this case, and described supporting construction comprises scissor lattice supporting arm.
Fig. 2 illustrates the cross section of the Tower Building of the working platform that has foundation first embodiment.Fig. 1 illustrates the situation that working platform enters Tower Building inside, and working platform moves outward and extend the situation that spreads all over the tower cross section fully and Fig. 2 illustrates.This realizes as follows that basically promptly scissor lattice supporting arm 5 outer moving are until the inwall of its contact Tower Building.In the lower area of working platform, has the sharp gram of a plurality of spies (Tirac) capstan winch 1.These capstan winches preferably are installed on the outer end of scissor lattice arm separately.Personnel, material and instrument can be in preferably on the platen 7 that extends on the entire cross section of Tower Building inside.In this case, platen 7 is born the function of working platform and the construction that personnel can build Tower Building there.
Fig. 3 illustrates another cross section of the Tower Building of the working platform that has foundation first embodiment.Fig. 1 and 2 only illustrates separately two concrete precast elements of having installed 10 and 11, and Fig. 3 is illustrated in the situation that another concrete precast element 12 is installed on two concrete precast elements of having installed 10 and 11.In order to guarantee the safety of working platform on the one hand and can make it on the other hand on the inwall of concrete precast element, to have support 3, hang (unshowned) wire rope above in the inner climbing of tower.These wire rope are through special sharp gram capstan winch, thereby according to working platform of the present invention suitably being controlled at high tower inside and can moving in vertical direction along wire rope by the sharp gram capstan winch of spy.
Working platform and special sharp gram capstan winch thereof for example can be powered from below by cable.
Fig. 4 illustrates the cross section of the Tower Building of the working platform that has foundation first embodiment.Here all three concrete precast elements 10,11 and 12 are all installed, and working platform 50 must move upward, so that can construct in top prefabricated component 12 and/or follow-up concrete precast element is installed.Workman can climb the support 3 of the 3rd concrete precast element 12 inwalls by means of ladder 15 for this reason, so that with the wire rope respective fixation of the sharp gram capstan winch 1 of spy there.Also can use expansion link to replace ladder 15.The quantity of Tower Building inwall upper bracket 3 preferably equals the quantity of special sharp gram capstan winch at least, thus the wire rope of special sharp gram capstan winch can respective fixation in the above.This is unclamped the brake on the capstan winch respectively, thereby wire rope can spur upwards.With wire rope hanging after on the upper bracket, wire rope retightens on capstan winch, thus working platform is also by this wire rope supporting.After this unclamp next wire rope and hang on corresponding upper bracket 3, or the like.
During the preparation that working platform moves in tower inside, this working platform repeatedly temporarily be can't help each capstan winch or relevant wire rope and is kept.The load of working platform then must be born by other supports and wire rope respectively.
Fig. 5 illustrates the cross section of the Tower Building of the working platform that has foundation first embodiment.In this case, can see the scissor lattice supporting arm 5 of working platform.In addition, working platform has roller 16 (being six here) in the outside of working platform.Contact with the inwall of Tower Building when these rollers move outside working platform then, thereby working platform 50 can make progress at an easy rate or move downward and during movement avoid to damage inner wall of tower and/or working platform.
Platen comprises the plate of predesignating quantity, and its quantity is Duoed one than supporting arm.All plate is circular in the present embodiment.One of these plates comprise a center bar (with reference to the Reference numeral among Fig. 6 60), with the middle body of sealing platen.
Remaining plate is arranged on the supporting arm and is fixed on the outer end of supporting arm.These plates have opening in addition.This opening radially central line ground of slave plate stretches out.In this case, opening has the width that is slightly larger than the center bar diameter.In this case, each of these plates is orientated and makes its opening facing to center bar.
Fig. 6 illustrates the sectional detail drawing according to the working platform of Fig. 1 to 4.In this case, scissor lattice supporting arm 5 moves outside on the right side.Therefore working platform can cover the bigger cross section of Tower Building.
Fig. 7 illustrates another detailed cross-sectional view of the Tower Building of the working platform that has foundation first embodiment.Working platform shown here is in the upper area of Tower Building in concrete precast element 12 inside.The cross section of this prefabricated component is in this case less than the cross section of prefabricated component 10 shown in Figure 6.Therefore under the situation that working platform moves up by retraction, the scissor lattice supporting arm 5 of working platform matches with the cross section that diminishes.
Therefore provide a kind of inside panel or working platform, it can be climbed up and down in high tower itself.For example on the high tower of wind power installation, no longer need to utilize the capstan winch of suspended carriage to move up and down.Exactly, provide a kind of now and can extend the inside panel that spreads all over high tower fully, and it can be climbed on the position that will construct according to plain mode.In addition, this inside panel can match with different tower cross sections by the formation of scissor lattice supporting arm 5.
As long as no longer need working platform, just can it be packed up by scissor lattice supporting arm is closed up.Working platform can transport again by the door in the wind power installation high tower then.Working platform preferably has a center bar 60 and hinged in the above scissor lattice/supporting arm 5.The plate 7 that forms working plate then is arranged on the supporting arm 5.Have so-called continous way capstan winch or special sharp gram capstan winch 1 below the supporting arm.Utilize sharp gram of this spy or continous way capstan winch working platform itself can climb up and down through the wire rope of capstan winch.The wire rope of special sharp gram capstan winch 1 preferably is fixed on the support 3 of Tower Building inside, thereby special sharp gram capstan winch can move up and down by wire rope.On the circumference of working platform, preferably has the sharp gram capstan winch of a plurality of spies.For the wire rope that moves up and down special sharp gram capstan winch must unclamp with support 3 successively and is installed on the next higher or next lower support according to moving or move down on the working platform needs.On the circumference of working platform, preferably have at least five sharp gram capstan winches of spy, thereby have at least five wire rope and corresponding support 3.
The plate 7 of working plate preferably overlaps, thereby working plate can match by the cross section inner different with Tower Building.
This engagement process is following carries out.Because the plate of working platform 7 is overlapping and can terminally not bump against each other, so they can move relative to each other.This motion of plate 7 produces when the scissor lattice of operation inevitably.If scissor lattice retraction, so fixed thereon plate is to the center bar motion and vice versa.
Because each be fixed on plate on the supporting arm have directed and slightly be wider than this excellent opening to center bar, so supporting arm can not cause plate 7 to conflict with center bar along with the retraction of the associated motion of respective plate 7.Exactly, opening is to center bar motion and hold this rod.The length of opening is shunk with platen or the retraction degree of scissor lattice supporting arm matches.
Fig. 8 illustrates the simplification view of plate 7.
Roller 6 on working platform 50 circumference is used for working platform and rolls in the inside of tower wall and can not form scratch along the tower wall.
Can provide a kind of working plate by adjustable working platform on its cross section, its cross section with the Tower Building that upwards narrows down matches.Fact proved that above-mentioned working platform is particularly advantageous is, has been arranged on the wind power installation high tower and therefore no longer has the possibility that enters wind power installation high tower inside by crane from above in the suspended carriage with wind power installation.In this case, working platform collapsible or that launch to install can be packed into and corresponding framework by the door in the high tower lower area, thus its then can by means of be in the tower section support 3 along high tower upwards or move downward.
Claims (5)
1. the working platform in the inner use of Tower Building is characterized in that,
Scissor lattice supporting construction,
Be arranged on the working plate on the described supporting construction,
Wherein said supporting construction has at least three scissor lattice supporting arms that are spaced apart with identical radian,
Central support pieces, described scissor lattice supporting construction radially orientation are articulated in described central support pieces and can outwards move in the footpath,
Wherein said working plate has a plurality of mutual partly overlapping plates,
Wherein each plate has opening,
The central point of its split shed slave plate radially extends to described central support pieces.
2. working platform as claimed in claim 1 is characterized in that the special sharp gram capstan winch in each supporting arm circumference end.
3. working platform as claimed in claim 1 or 2 is characterized in that the operating parts that is provided with around central support pieces, described operating parts act on the scissor lattice rod in the bottom that is on the central support pieces and along the central support pieces setting.
4. working platform as claimed in claim 2 is characterized in that being used to hang the support of wire rope, described support in Tower Building inside with the fixed distance predesignated on wall, wherein said wire rope is by special sharp gram capstan winch guiding.
5. working platform as claimed in claim 4 is characterized in that releasably being arranged on the crossbeam on the tower section that will lay, and described crossbeam is by means of wire rope and capstan winch and operating parts acting in conjunction.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE102005012497.6 | 2005-03-16 | ||
| DE102005012497A DE102005012497A1 (en) | 2005-03-16 | 2005-03-16 | platform |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101137806A CN101137806A (en) | 2008-03-05 |
| CN100535361C true CN100535361C (en) | 2009-09-02 |
Family
ID=36764517
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2006800081017A Expired - Fee Related CN100535361C (en) | 2005-03-16 | 2006-03-16 | Work platform |
Country Status (19)
| Country | Link |
|---|---|
| US (1) | US20090173577A1 (en) |
| EP (1) | EP1861564B1 (en) |
| JP (1) | JP4642894B2 (en) |
| KR (2) | KR101009519B1 (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) |
Families Citing this family (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20080302605A1 (en) * | 2007-06-08 | 2008-12-11 | Andre St-Germain | Size adjustable platform for scaffolding |
| WO2009056898A1 (en) | 2007-11-02 | 2009-05-07 | Alejandro Cortina-Cordero | Post-tensioned concrete tower for wind turbines |
| CN102124172B (en) * | 2008-06-23 | 2013-04-17 | 智能大厦解决方案有限公司 | 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 |
| WO2011032559A2 (en) | 2009-09-15 | 2011-03-24 | Ib Andresen Industri A/S | Tubular building structure with hingedly connected 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 |
| DK3034870T3 (en) * | 2014-12-15 | 2022-09-05 | Nordex Energy Spain S A | WINDMILL WITH CONCRETE TOWER AND PROCEDURE FOR ASSEMBLY OF WINDMILL WITH CONCRETE TOWER |
| PT3095750T (en) * | 2015-05-19 | 2018-10-31 | 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 |
| DE102017116873A1 (en) | 2017-07-26 | 2019-01-31 | Wobben Properties Gmbh | Wind turbine steel tower ring segment and procedure |
| 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 |
| EP3444471B1 (en) | 2017-08-18 | 2020-04-29 | Nordex Energy GmbH | Service platform, and system for maintenance of inserts in a tower of a wind turbine and method for the assembly of a service 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 |
Family Cites Families (27)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1213043A (en) * | 1917-01-16 | George Washington Walker | Scaffold. | |
| US159571A (en) * | 1875-02-09 | Improvement in fire-escapes | ||
| DE366C (en) * | 1877-07-02 | GROSMANN in Düsseldorf | Rescue apparatus in case of fire hazard and observation tower, based on the Nuremberg scissors | |
| US686458A (en) * | 1901-05-31 | 1901-11-12 | Henry Winthrop Gray | Fire-escape. |
| US737377A (en) * | 1903-06-22 | 1903-08-25 | John E England | Adjustable scaffold. |
| US818304A (en) * | 1905-06-02 | 1906-04-17 | Robert Fleming | Aerial ladder. |
| US1092096A (en) * | 1911-10-06 | 1914-03-31 | Horn G Donigan | Extensible tower. |
| US1090856A (en) * | 1913-04-17 | 1914-03-24 | Gustave Johnson | Hanging scaffold. |
| US1284699A (en) * | 1918-02-26 | 1918-11-12 | Olof F Johnson | Silo-scaffold. |
| US1652403A (en) * | 1926-12-13 | 1927-12-13 | Nat Conveyor Company | Building derrick for bunkers |
| US1708113A (en) * | 1927-06-29 | 1929-04-09 | Alvah K Allen | Collapsible tower |
| AT203033B (en) * | 1957-07-09 | 1959-04-25 | Voest Ag | Suspended scaffolding for lining converters |
| US3080941A (en) * | 1961-01-27 | 1963-03-12 | Standard Oil Co | Collapsible scaffold |
| US3289788A (en) * | 1964-12-31 | 1966-12-06 | Goodrich Gulf Chem Inc | Folding scaffold with central support |
| US3910379A (en) * | 1973-11-30 | 1975-10-07 | Robert E Miller | System for construction of monolithic concrete tanks and silos |
| JPS5414657Y2 (en) * | 1975-09-30 | 1979-06-16 | ||
| JPS5930871B2 (en) * | 1976-05-12 | 1984-07-30 | 川崎重工業株式会社 | Spherical tank work scaffolding |
| CA1033372A (en) * | 1976-06-09 | 1978-06-20 | Angus C. H. Martin | Foldable platform for raised drilling |
| JPS52151224A (en) * | 1977-06-22 | 1977-12-15 | Ishikawajima Harima Heavy Ind | Liftable scaffold device |
| JPS57180763A (en) * | 1981-04-30 | 1982-11-06 | Nippon Kokan Kk | Scafford for constructing tower tanks |
| AT373018B (en) * | 1981-06-30 | 1983-12-12 | Patenver Ag | FRAMEWORK |
| JPS6110668A (en) * | 1984-06-22 | 1986-01-18 | 大成建設株式会社 | Rising and falling type extensible scaffold |
| FR2647770B1 (en) * | 1989-06-05 | 1991-09-06 | Polytec | DEVICE FOR CURVILINALLY MOVING AN OBJECT IN CONTACT WITH A PARTICULARLY CONVEXED SURFACE |
| RU94028648A (en) * | 1993-08-10 | 1996-07-27 | Трик Холдингз Лимитед (BM) | Method of and device for servicing large-size reservoirs |
| DE19909440C1 (en) | 1999-03-04 | 2000-03-16 | Gregor Marc Roman Johannsen | Arrangement for fixture of shelf base to wall surface or similar for accommodation of different objects and articles comprises profile body fixable to wall or between floor |
| DE10311674B4 (en) * | 2003-03-11 | 2007-02-01 | aeroconcept Ingenieurgesellschaft für Luftfahrttechnik und Faserverbundtechnologie mbH | maintenance platform |
| US7690317B2 (en) * | 2003-03-19 | 2010-04-06 | Herman Miller, Inc. | Computer workstation with moveable monitor support |
-
2005
- 2005-03-16 DE DE102005012497A patent/DE102005012497A1/en not_active Withdrawn
-
2006
- 2006-03-16 KR KR1020077022700A patent/KR101009519B1/en not_active IP Right Cessation
- 2006-03-16 BR BRPI0608824A patent/BRPI0608824B1/en not_active IP Right Cessation
- 2006-03-16 PT PT06725098T patent/PT1861564E/en unknown
- 2006-03-16 ES ES06725098T patent/ES2343368T3/en active Active
- 2006-03-16 KR KR1020107001946A patent/KR20100021534A/en not_active Application Discontinuation
- 2006-03-16 SI SI200630661T patent/SI1861564T1/en unknown
- 2006-03-16 DE DE502006006976T patent/DE502006006976D1/en active Active
- 2006-03-16 AT AT06725098T patent/ATE468453T1/en active
- 2006-03-16 DK DK06725098.5T patent/DK1861564T3/en active
- 2006-03-16 PL PL06725098T patent/PL1861564T3/en unknown
- 2006-03-16 NZ NZ561117A patent/NZ561117A/en not_active IP Right Cessation
- 2006-03-16 CN CNB2006800081017A patent/CN100535361C/en not_active Expired - Fee Related
- 2006-03-16 AU AU2006224584A patent/AU2006224584B2/en not_active Ceased
- 2006-03-16 US US11/817,950 patent/US20090173577A1/en not_active Abandoned
- 2006-03-16 EP EP06725098A patent/EP1861564B1/en not_active Not-in-force
- 2006-03-16 CA CA2600853A patent/CA2600853C/en not_active Expired - Fee Related
- 2006-03-16 JP JP2008501314A patent/JP4642894B2/en not_active Expired - Fee Related
- 2006-03-16 WO PCT/EP2006/060785 patent/WO2006097505A1/en active Application Filing
-
2007
- 2007-10-15 NO NO20075276A patent/NO339741B1/en not_active IP Right Cessation
-
2010
- 2010-06-18 CY CY20101100568T patent/CY1110120T1/en unknown
- 2010-07-01 AU AU2010202780A patent/AU2010202780A1/en not_active Abandoned
Also Published As
| Publication number | Publication date |
|---|---|
| CA2600853A1 (en) | 2006-09-21 |
| SI1861564T1 (en) | 2010-06-30 |
| JP2008533334A (en) | 2008-08-21 |
| EP1861564A1 (en) | 2007-12-05 |
| KR101009519B1 (en) | 2011-01-18 |
| KR20100021534A (en) | 2010-02-24 |
| DK1861564T3 (en) | 2010-08-09 |
| ES2343368T3 (en) | 2010-07-29 |
| CN101137806A (en) | 2008-03-05 |
| PL1861564T3 (en) | 2010-11-30 |
| AU2010202780A1 (en) | 2010-07-22 |
| AU2006224584B2 (en) | 2010-04-01 |
| EP1861564B1 (en) | 2010-05-19 |
| KR20070112238A (en) | 2007-11-22 |
| DE502006006976D1 (en) | 2010-07-01 |
| WO2006097505A1 (en) | 2006-09-21 |
| CY1110120T1 (en) | 2015-01-14 |
| BRPI0608824A2 (en) | 2011-03-15 |
| NO339741B1 (en) | 2017-01-30 |
| DE102005012497A1 (en) | 2006-09-21 |
| PT1861564E (en) | 2010-06-28 |
| NZ561117A (en) | 2011-02-25 |
| JP4642894B2 (en) | 2011-03-02 |
| CA2600853C (en) | 2011-07-05 |
| NO20075276L (en) | 2007-10-15 |
| BRPI0608824B1 (en) | 2017-03-14 |
| AU2006224584A1 (en) | 2006-09-21 |
| US20090173577A1 (en) | 2009-07-09 |
| ATE468453T1 (en) | 2010-06-15 |
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