WO2000065159A1 - Vorrichtung zum ausgleich von relativen höhenverschiebungen zwischen bodenflächen und einen rahmen aufweisenden verschlussorganen von einbauten sowie hilfseinrichtung hierfür - Google Patents
Vorrichtung zum ausgleich von relativen höhenverschiebungen zwischen bodenflächen und einen rahmen aufweisenden verschlussorganen von einbauten sowie hilfseinrichtung hierfür Download PDFInfo
- Publication number
- WO2000065159A1 WO2000065159A1 PCT/AT2000/000095 AT0000095W WO0065159A1 WO 2000065159 A1 WO2000065159 A1 WO 2000065159A1 AT 0000095 W AT0000095 W AT 0000095W WO 0065159 A1 WO0065159 A1 WO 0065159A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- plate
- frame
- telescopic part
- installation
- shaped
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
- E02D29/14—Covers for manholes or the like; Frames for covers
- E02D29/1409—Covers for manholes or the like; Frames for covers adjustable in height or inclination
Definitions
- the aim of the invention is now to provide an efficient device for compensating for relative vertical movements between closure members and floor surfaces and for this purpose to decouple the rigid shaft or the rigid installation from the closure member construction.
- the structure of the pre Direction should be as simple as possible and allow easy assembly.
- the device according to the invention of the type mentioned at the outset is characterized in that the force transmission element is formed by a plate-shaped towed body which supports the closure organ frame and which extends horizontally into the floor structure in order to transmit the changes in height occurring there to the closure organ frame .
- a force-transmitting plate-shaped towed body which protrudes into the road body or generally the construction of a traffic area and thus participates in its movements.
- the plate-shaped towed body can be attached directly to the upper edge of the frost case of a road body.
- the plate-shaped towed body thus participating in the movements of the traffic area, takes with it, for example, the closing organ frame, for example the manhole cover frame, during weather-related up and down movements, so that the cover is level with the top of the floor, usually an asphalt or concrete Wear layer of a traffic area remains.
- this plate body can also be referred to as a load-transfer or compensation body.
- This plate-shaped load balancing or towed body can have different shapes and sizes, depending on the application, and can be made from a wide variety of materials, such as a composite material. Steel is more likely to be used for smaller sizes for weight reasons, and the plate-shaped towed body can have external dimensions in the order of magnitude of 1.5 m to 2.5 m, for example in the case of a dilatation compensation device for manholes.
- a plastic material is preferably used for the plate-shaped towed body for the production, such as in particular a glass fiber reinforced UP resin (UP unsaturated polyester resin), but optionally also polyvinyl chloride (PVC), polypropylene (PP), polyethylene (PE), or recycled material mixtures PE / PP.
- UP unsaturated polyester resin UP unsaturated polyester resin
- PVC polyvinyl chloride
- PP polypropylene
- PE polyethylene
- recycled material mixtures PE / PP recycled material mixtures PE / PP.
- the plate-shaped towed body which supports the street cap frame is simply moved vertically relative to a slide rod protective shell when the superstructure of the traffic area carries out the above-mentioned high movements.
- the internals are sewer shafts or the like, it is generally desirable to guide the shaft to the top of the traffic area, which must be done in a variable manner. It is accordingly of particular advantage if at least one telescopic part extends downward from the plate-shaped towed body to the respective installation.
- the rigid installation thus ends here at a relatively low level, for example at the level of the underside of the frost case of the street body, and the telescopic part forms an adaptable extension of this installation, in particular the shaft, upwards.
- the telescopic part is also to be taken along by the plate-shaped towed body during its movements, and in this respect it is advantageous if the telescopic part is non-positively connected to the plate-shaped towed body.
- the frictional connection can be brought about in particular by welding, gluing, screwing, etc.
- the stand body forms an extension of the shaft or generally of the installation, and it functions as a guide shell or generally guide part for the telescopic part during its up and down movements.
- the stand body is non-positively connected to the installation via a compensating fastening element. This compensation fastening element ensures the non-positive connection of the stand body with the installation, a certain compensation being possible with regard to different heights and possibly inclined positions.
- the lower part of the telescopic part is in sliding contact with the inside of a guide body connected to the installation.
- the guide body can then, for example, be ring-shaped on the top of the installation, e.g. Well, are present, and it can in turn be provided with a seal on its inside to produce a tight seal to the telescopic part sliding on it.
- the guide body is connected to the installation via a compensating fastening element for the form-fitting connection while allowing compensation.
- an embodiment can also advantageously be provided in which two telescopic parts are arranged one above the other, the upper of which is connected to the plate-shaped towed body and the lower of which slidably abuts a guide body connected to the installation.
- the two telescopic parts can in turn rest against one another with the interposition of a seal and slide relative to one another.
- the telescopic part is connected to the plate-shaped towed body via a leveling element.
- a non-positive connection can be provided on the one hand between the plate-shaped towed body and the leveling element and on the other hand between the leveling element and the telescopic part.
- the closure organ frame is supported on the plate-shaped towed body by means of a leveling element.
- a leveling element there is advantageously a non-positive connection of the level compensating element on both sides, that is to the tow body on the one hand and to the closure organ frame on the other hand.
- the towed body is designed in the form of an annular plate and, moreover, it can be provided with reinforcing ribs, in particular, running radially to reinforce it.
- FIG. 2 shows a somewhat modified compensation device above a sewer shaft, also in a schematic vertical section
- FIG. 3 shows a part of this device of Figure 2 together with an auxiliary device, for the purpose of illustrating the assembly during the construction of the traffic area; 4 and 5 show parts of the device according to FIG. 2, additional level compensation elements being illustrated; 6 to 8 in representations similar to Fig.2 three more Embodiments of the present device in connection with manholes; 9 and 10 show two embodiments of the device in connection with slide linkages; and
- an installation in a street body is shown in the form of a manhole 1, which ends below the top 2 of a street or traffic area (generally a floor).
- a closure member for the installation 1 according to FIG. 1 namely a manhole cover 4 within a cover frame or ring 5.
- the frame 5 is supported on a plate-shaped one Tow body 6, which projects into the road body below a base layer 7 of the same and above a fine planum 8 above a frost case 9.
- the frame 5 is connected to the drag plate 6 via a compensating fastening element 16, for example an adhesive, cement or bitumen composition, etc. so that the drag plate 6 inevitably entrains the frame 5 not only during upward movements but also during downward movements.
- a compensating fastening element 16 for example an adhesive, cement or bitumen composition, etc.
- the drag plate 6 carries, adjacent to its inner edge, a somewhat modified telescope part 11 ′, which is connected to it in a form-fitting manner, and which bears against the outside of a stand body 17 with its lower section directed inward at an oblique angle , which in turn is connected to the top of the shaft or generally installation 1 via a compensating fastening element 18, for example an adhesive or cement compound, etc.
- the stand body 17 has, for example, an annular shape with an L cross section, and it is also fastened to the shaft 1 by means of bolts. can be, as indicated schematically in Fig.2 at 19.
- the stand body preferably consists of plastic material, in particular of recycling material, for example mixtures of polyethylene and polypropylene; however, other materials, such as PVC or glass fiber reinforced UP resin, can also be considered.
- a plastic material softening by heat application is preferably used, such as in particular a glass fiber reinforced plastic material, in particular a glass fiber reinforced UP resin; PVC, PP, PE or recycled material mixtures PE / PP are possible as further plastic materials.
- a glass fiber reinforced plastic material in particular a glass fiber reinforced UP resin
- PVC, PP, PE or recycled material mixtures PE / PP are possible as further plastic materials.
- steel can also be used.
- the outline shape of the internals is of course also other than circular, e.g. can be square, rectangular, oval, etc., and in adaptation to this, the shape of the drag plate 6 is expediently chosen.
- FIG. 3 schematically shows an intermediate step in the assembly of the device according to FIG. 2 or in the attachment of the road body, the bed 10, the frost case 9 and the fine planum 8 already being present from the road body; the latter layers are applied with the auxiliary device installed.
- the stand body 17 is attached to the top of the shaft 1, and the telescopic part 11 'is placed on this - annular - stand body 17 with spacers 20 interposed.
- the top of the telescopic part 11 1 has the desired height, so that, after the fine planum 8 has been attached, the drag plate 6 (see FIG. 2) that is not yet visible in FIG. 3 can be attached.
- a stand body 17 suitable for difficult subsurface conditions is provided, which is made in several parts, with an upper stand body part 17A and a lower stand body part 17B, in between an eg Bellows-like or corrugated deformation element 17C is located.
- This deformation element 17C is protected on the outside by a protective shell 17D against the road structure.
- the telescopic part 11 ' can be displaced along the outside of the upper standing part 17A, being connected in an arrangement as explained above with reference to FIG. 2 with a drag plate 6 which also carries the frame 5 of the closure member on its upper side.
- FIG. 7 shows a device largely similar to that of FIG. 1 as far as the telescopic part 11 is concerned, this telescopic part 11 being present within a guide body 12 and projecting into the shaft 1.
- the guide body 12 is connected to the shaft 1 via a compensating fastening element 18 as explained with reference to FIG. NEN circumference have a sealing lip 13 'to produce a seal to the outside of the telescopic part 11.
- FIGS. 9 and 10 then illustrate two embodiments of the present device in connection with road cap closure members, as are used, for example, in slide linkages.
- FIG. 10 illustrates an embodiment modified compared to FIG. 9, in which instead of the conventional road cap frame 5 ', a modified road cap frame 5 "having a lower overall height is provided.
- the drag plate 6 again succeeds, as in Fig.l and 2 illustrated to bring to the level of the fine planum.
- a separate protective shell 30 bridging the height difference is to be provided around the conventional slide linkage with protective shell, as shown at 28.
- FIG. 11 shows a top view of a multi-part drag plate 6, for example in the form of a ring plate, the drag plate 6 here consisting of two ring halves 31, 32 (it could also consist of more than two parts, but can of course also be in one piece); the ring halves 31, 32 are connected to one another by means of closures 33.
- the drag plate 6 can also be provided with, for example, radially extending stiffening ribs, as indicated at 34.
- the drag plate 6 can be formed with a stop web 35 which facilitates the attachment of the respective frame 5 or 5 'or 5 "and in particular a limitation for the compensation Fastening element 16.
- a corresponding stop web 35 ' can be provided in the embodiment according to FIG. 4 if the leveling element 26 is provided on the upper side thereof.
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Engineering & Computer Science (AREA)
- Paleontology (AREA)
- Road Paving Structures (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Legs For Furniture In General (AREA)
- Floor Finish (AREA)
- Sanitary Device For Flush Toilet (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Tents Or Canopies (AREA)
- Automobile Manufacture Line, Endless Track Vehicle, Trailer (AREA)
Abstract
Description
Claims
Priority Applications (5)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE50012314T DE50012314D1 (de) | 1999-04-23 | 2000-04-18 | Vorrichtung zum Ausgleich von relativen Höhenverschiebungen zwischen Bodenflächen und einen Rahmen aufweisenden Verschlussorganen von Einbauten sowie Verfahren zur Montage der Vorrichtung |
EP00918564A EP1171669B1 (de) | 1999-04-23 | 2000-04-18 | Vorrichtung zum Ausgleich von relativen Höhenverschiebungen zwischen Bodenflächen und einen Rahmen aufweisenden Verschlussorganen von Einbauten sowie Verfahren zur Montage der Vorrichtung |
PL351550A PL201291B1 (pl) | 1999-04-23 | 2000-04-18 | Urządzenie do kompensacji względnych przesunięć pionowych pomiędzy powierzchniami podłoża i zaopatrzonym w ramę elementem zamykającym wbudowaną konstrukcję, oraz sposób montażu tego urządzenia |
CA002370971A CA2370971C (en) | 1999-04-23 | 2000-04-18 | A device for equalizing relative displacements in level between ground areas and frame-provided closing means of installations, as well as an auxiliary device therefor |
US10/031,558 US6851225B1 (en) | 1999-04-23 | 2000-04-18 | Device for equalizing changes in level between a ground area surface and a frame for a manhole cover, and a method for mounting the device |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ATA725/99 | 1999-04-23 | ||
AT0072599A AT410110B (de) | 1999-04-23 | 1999-04-23 | Dilatationsausgleichs-vorrichtung zum ausgleich von relativen höhenverschiebungen zwischen einer bodenfläche und einem einen rahmen aufweisenden verschlussorgan eines einbaus |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2000065159A1 true WO2000065159A1 (de) | 2000-11-02 |
Family
ID=3498174
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/AT2000/000095 WO2000065159A1 (de) | 1999-04-23 | 2000-04-18 | Vorrichtung zum ausgleich von relativen höhenverschiebungen zwischen bodenflächen und einen rahmen aufweisenden verschlussorganen von einbauten sowie hilfseinrichtung hierfür |
Country Status (8)
Country | Link |
---|---|
US (1) | US6851225B1 (de) |
EP (1) | EP1171669B1 (de) |
AT (2) | AT410110B (de) |
CA (1) | CA2370971C (de) |
DE (1) | DE50012314D1 (de) |
ES (1) | ES2260006T3 (de) |
PL (1) | PL201291B1 (de) |
WO (1) | WO2000065159A1 (de) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1452647A1 (de) * | 2003-02-27 | 2004-09-01 | Bernd Eberle | Schachtring sowie Schacht |
EP2381037A1 (de) * | 2010-04-23 | 2011-10-26 | Buderus Kanalguss GmbH | Selbstnivellierender Schachtabdeckungsrahmen |
EP3205776A1 (de) | 2016-02-15 | 2017-08-16 | R-ways GmbH Ingenieurgesellschaft für Flughafenplanung | Mannloch |
CN110616744A (zh) * | 2019-09-12 | 2019-12-27 | 江苏永联精筑建设集团有限公司 | 一种车行道井盖安装方法 |
Families Citing this family (25)
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TW562893B (en) * | 2001-07-19 | 2003-11-21 | Hayakawa Rubber Company Ltd | Construction methods of manhole structures, cut-off flexible fittings for manhole structures, and manhole structures |
GB2445944A (en) * | 2007-01-27 | 2008-07-30 | Darren Kennish | Subterranean anti-subsidence collar for use with a subterranean structure which defines a shaft |
US7914227B2 (en) * | 2008-05-15 | 2011-03-29 | Energy Products, Llc | Thermally and electrically insulated composite manhole covers |
US9127430B2 (en) * | 2009-01-13 | 2015-09-08 | Andrew C. Mitchell | Method and apparatus for raising manhole castings |
US8118517B2 (en) | 2010-03-10 | 2012-02-21 | John Kelley | Manhole cover device |
US20160097180A1 (en) * | 2014-10-02 | 2016-04-07 | Ruskon Betoni Oy | Manhole and a method for providing a manhole |
US9988769B2 (en) * | 2015-05-27 | 2018-06-05 | Argonics, Inc. | Method for forming a surface around an embedded conduit |
JP6542587B2 (ja) * | 2015-06-02 | 2019-07-10 | 吉佳エンジニアリング株式会社 | マンホールの浮上防止工法 |
US10962253B2 (en) | 2015-06-05 | 2021-03-30 | Novinium, Inc. | Systems for circulating air inside a manhole vault |
US11060754B2 (en) | 2015-06-05 | 2021-07-13 | Novinium, Inc. | Ventilation system for manhole vault |
GB2542506B (en) | 2015-09-17 | 2021-03-24 | Neenah Foundry Company | Manhole cover assembly |
GB2543642B (en) | 2015-09-17 | 2021-01-20 | Neenah Foundry Company | Manhole cover assembly |
NO340391B1 (no) * | 2015-12-23 | 2017-04-10 | Eirik Strand | Overgangsramme |
EP3436372B1 (de) | 2016-03-31 | 2024-01-03 | Novinium, LLC | Intelligentes system für ein system zur unterdrückung von schachtereignissen |
US10233609B2 (en) | 2017-04-19 | 2019-03-19 | Neenah Foundry Company | Floating manhole cover assembly |
US10563373B1 (en) | 2018-04-05 | 2020-02-18 | Predl Systems North America Inc | Manhole assembly |
US10662606B1 (en) * | 2018-04-05 | 2020-05-26 | Predl Systems North America Inc. | Manhole lid to base connection |
US10822766B1 (en) | 2018-08-29 | 2020-11-03 | Predl Systems North America Inc. | Manhole saddle tee |
US10968594B1 (en) | 2018-11-20 | 2021-04-06 | Predl Systems North America Inc. | Manhole rehabilitation system |
DE202019101684U1 (de) | 2019-03-25 | 2019-04-17 | Ernst Hackenberg | Vorrichtung zum Ausgleich von relativen Höhenverschiebungen zwischen Verschlussorgan mit dessen Rahmen in einer Bodenfläche und einem in diese eingebauten ortsfesten Bauteil |
US11414829B2 (en) | 2019-10-07 | 2022-08-16 | Neenah Foundry Company | Hybrid manhole cover |
US11377863B1 (en) | 2019-11-13 | 2022-07-05 | Predl Systems North America Inc. | Aggregate panel system |
CN111827358B (zh) * | 2020-07-27 | 2021-08-31 | 福建兴港建工有限公司 | 一种集水井的防护结构及其施工方法 |
US11946376B2 (en) * | 2021-02-22 | 2024-04-02 | Floodbreak L.L.C. | Flood protection for underground air vents |
US20220403615A1 (en) * | 2021-06-21 | 2022-12-22 | Michael Crites | Method for manhole riser extensions |
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DE2948050A1 (de) * | 1979-11-29 | 1981-06-04 | Bernhard 8071 Lenting Kessel | Bodenablauf |
DE3821545A1 (de) * | 1987-08-26 | 1989-03-16 | Hilmar Floss | Schachtabdeckung fuer in verkehrsflaechen liegende schaechte |
US4936703A (en) | 1987-02-02 | 1990-06-26 | Van Roll Ag | Frame for a covering for an opening protected by a cover or grating |
US5044818A (en) | 1990-07-24 | 1991-09-03 | Pritchard Phillip C | Adjustable manhole cover assembly |
CA1289799C (fr) | 1987-09-29 | 1991-10-01 | Lecuyer & Fils Ltee | Bouche d'acces a tete flottante |
US5299884A (en) * | 1991-09-10 | 1994-04-05 | Poly-Tec Products, Inc. | Water lock method and apparatus |
US5451081A (en) * | 1992-10-05 | 1995-09-19 | Kaucnik; Joseph J. | Freeze proof adapter |
JPH0988109A (ja) * | 1995-09-27 | 1997-03-31 | Tokyo Gas Co Ltd | 地下からの立上り体の格納ボックス及び格納ボックス用位置決め部材 |
WO1999053148A1 (de) * | 1998-04-09 | 1999-10-21 | Peter Hagen | Vorrichtung zur lagerung von schachtabdeckungen |
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US257743A (en) * | 1882-05-09 | Peters | ||
SE372303B (de) * | 1974-03-19 | 1974-12-16 | G Axgaerde | |
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US4466219A (en) * | 1982-01-04 | 1984-08-21 | Campolito James J | Adjustable manhole cover |
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AT403492B (de) * | 1995-07-17 | 1998-02-25 | Batiwe Beteiligungsgesellschaf | Schachtabschluss |
US5944442A (en) * | 1996-05-13 | 1999-08-31 | Anjowa, Inc. | Manhole extender ring system and method of use |
US5966876A (en) * | 1997-10-17 | 1999-10-19 | Southwestern Packing & Seals Inc. | Manhole insert and tether apparatus and method |
US6457901B1 (en) * | 2000-09-01 | 2002-10-01 | Precision Cover Systems, Inc. | Adjustable manhole apparatus |
-
1999
- 1999-04-23 AT AT0072599A patent/AT410110B/de not_active IP Right Cessation
-
2000
- 2000-04-18 WO PCT/AT2000/000095 patent/WO2000065159A1/de active IP Right Grant
- 2000-04-18 CA CA002370971A patent/CA2370971C/en not_active Expired - Fee Related
- 2000-04-18 PL PL351550A patent/PL201291B1/pl unknown
- 2000-04-18 EP EP00918564A patent/EP1171669B1/de not_active Expired - Lifetime
- 2000-04-18 ES ES00918564T patent/ES2260006T3/es not_active Expired - Lifetime
- 2000-04-18 AT AT00918564T patent/ATE318959T1/de active
- 2000-04-18 US US10/031,558 patent/US6851225B1/en not_active Expired - Fee Related
- 2000-04-18 DE DE50012314T patent/DE50012314D1/de not_active Expired - Lifetime
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DE2948050A1 (de) * | 1979-11-29 | 1981-06-04 | Bernhard 8071 Lenting Kessel | Bodenablauf |
US4936703A (en) | 1987-02-02 | 1990-06-26 | Van Roll Ag | Frame for a covering for an opening protected by a cover or grating |
DE3821545A1 (de) * | 1987-08-26 | 1989-03-16 | Hilmar Floss | Schachtabdeckung fuer in verkehrsflaechen liegende schaechte |
CA1289799C (fr) | 1987-09-29 | 1991-10-01 | Lecuyer & Fils Ltee | Bouche d'acces a tete flottante |
US5044818A (en) | 1990-07-24 | 1991-09-03 | Pritchard Phillip C | Adjustable manhole cover assembly |
US5299884A (en) * | 1991-09-10 | 1994-04-05 | Poly-Tec Products, Inc. | Water lock method and apparatus |
US5451081A (en) * | 1992-10-05 | 1995-09-19 | Kaucnik; Joseph J. | Freeze proof adapter |
JPH0988109A (ja) * | 1995-09-27 | 1997-03-31 | Tokyo Gas Co Ltd | 地下からの立上り体の格納ボックス及び格納ボックス用位置決め部材 |
WO1999053148A1 (de) * | 1998-04-09 | 1999-10-21 | Peter Hagen | Vorrichtung zur lagerung von schachtabdeckungen |
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1452647A1 (de) * | 2003-02-27 | 2004-09-01 | Bernd Eberle | Schachtring sowie Schacht |
EP2381037A1 (de) * | 2010-04-23 | 2011-10-26 | Buderus Kanalguss GmbH | Selbstnivellierender Schachtabdeckungsrahmen |
EP3205776A1 (de) | 2016-02-15 | 2017-08-16 | R-ways GmbH Ingenieurgesellschaft für Flughafenplanung | Mannloch |
DE102016102555A1 (de) | 2016-02-15 | 2017-08-17 | R-ways GmbH Ingenieurgesellschaft für Flughafenplanung | Straßenbauwerksanordnung und Verfahren zur Herstellung einer Straßenbauwerksanordnung |
CN110616744A (zh) * | 2019-09-12 | 2019-12-27 | 江苏永联精筑建设集团有限公司 | 一种车行道井盖安装方法 |
Also Published As
Publication number | Publication date |
---|---|
ATE318959T1 (de) | 2006-03-15 |
CA2370971C (en) | 2008-07-08 |
ES2260006T3 (es) | 2006-11-01 |
EP1171669B1 (de) | 2006-03-01 |
AT410110B (de) | 2003-02-25 |
PL201291B1 (pl) | 2009-03-31 |
DE50012314D1 (de) | 2006-04-27 |
US6851225B1 (en) | 2005-02-08 |
ATA72599A (de) | 2002-06-15 |
PL351550A1 (en) | 2003-05-05 |
EP1171669A1 (de) | 2002-01-16 |
CA2370971A1 (en) | 2000-11-02 |
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