| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 161 | PONT DESTINE A FRANCHIR NOTAMMENT UNE PASSE D'UNE VOIE DE NAVIGATION | CA2539347 | 2004-09-01 | CA2539347C | 2012-05-29 | GHILARDI JEAN-PIERRE |
| L'invention concerne un pont destiné à franchir notamment une passe d'une voie de navigation. Le pont comporte une partie en forme de travée (3), déplaçable en translation en hauteur entre une position basse de franchissement de la passe (2) dans laquelle la travée (3) repose sur des parties d'appui fixes du pont, et une position en hauteur de dégagement de la passe, et une structure de support de la travée lors de son déplacement ainsi que des moyens de levage de la travée. Le pont est caractérisé en ce qu'il ne comporte qu'une seule structure de support (12) pourvue de moyens de levage (14), qui est disposée sur un seul côté (5) de la passe (2) à franchir. L'invention est utilisable pour des ponts de franchissement d'une rivière. | ||||||
| 162 | Pont intended in particular to cross a pass of a waterway | FR0311099 | 2003-09-22 | FR2860013B1 | 2007-12-28 | GHILARDI JEAN PIERRE |
| 163 | Bridge particularly for crossing a passage of a navigation channel | AU2004278524 | 2004-09-01 | AU2004278524A1 | 2005-04-14 | GHILARDI JEAN-PIERRE |
| 164 | AT94113418 | 1994-08-27 | ATE163312T1 | 1998-03-15 | BAUR FRITZ | |
| 165 | As a bridge portion formed horizontal carrier | DE69316517 | 1993-10-14 | DE69316517D1 | 1998-02-26 | FRANZI JEAN-PIERRE; MOUCHET CLAUDE; REULET JACQUES |
| 166 | Moving bridge, in particular for crossing waterways | FR8806715 | 1988-05-19 | FR2631641A1 | 1989-11-24 | HERVE JEAN-MICHEL |
| The moving bridge, in particular for crossing a waterway 1, comprising a mobile part 4 consisting of a framework 6 and a platform 7, and a fixed part 5 situated under the mobile part 4 for receiving the latter, is characterised in that it comprises: at least at each longitudinal end of the bridge, mobile means 10 for coupling and support between the fixed part 5 and the mobile part 4, these mobile means 10 being situated completely under the mobile part 4 and being arranged and coupled between the fixed part 5 and the mobile part 4 in order to move in a substantially vertical plane; and actuation means 21, at least at each longitudinal end of the bridge, which act at each end between the fixed part 5 and the mobile part 4 in order to move the bridge in vertical translation, the whole being such that, for any position of the bridge, no superstructure extends upwards beyond the mobile part 4 and that the fixed part 5, the mobile coupling and support means 10 and the actuation means 21 are situated completely under the mobile part 4. |
||||||
| 167 | Brygga. | FI853833 | 1985-10-03 | FI74759B | 1987-11-30 | LAAKSO PEKKA; LAAKSO JARMO |
| 168 | SKLOPNY NAJEZD, ZEJMENA PRO PREPRAVU STAVEBNICH STROJU | CS695286 | 1986-09-26 | CS695286A1 | 1987-09-17 | SUCHAN JIRI; UHLIR BEDRICH; DIVIS VACLAV; KADLEC JOSEF |
| 169 | FI853833 | 1985-10-03 | FI853833L | 1987-06-01 | LAAKSO PEKKA; LAAKSO JARMO | |
| 170 | BRIDGE FOR CONNECTING PIER WITH SHIP | SU2565027 | 1978-01-05 | SU675119A1 | 1979-07-25 | MURZIN ALEKSEJ E; LVOV IVAN; FIKSEL ILYA |
| 171 | Prefabricated pressed metal section footbridge - has two self supporting side sections receiving ends of central section | FR7531953 | 1975-10-14 | FR2328075A1 | 1977-05-13 | |
| The pedestrian footbridge consists of three prefabricated sections, two identical self-supporting side columns and a central transverse section, the ends of which rest on the top of the side columns. The central section can be quickly lifted by a crane to allow an exceptionally high vehicle to pass underneath. The entire structure is easily dismantled and transported elsewhere. The bridge is made of sheet-metal which is cut, bent round a mould and then the shapes are assembled to form caissons whose section corresponds to the calculated stress and bending moments. | ||||||
| 172 | DE1959227B2 - | DE1959227 | 1969-11-26 | DE1959227B2 | 1974-10-10 | PRADEL, HUBERT, 4618 KAMEN; BERKE, HANS JOACHIM OTTO, DIPL.-ING., 4140 RHEINHAUSEN; KUHLMANN, FRIEDEMANN, DIPL.-ING., 6507 INGELHEIM |
| 173 | FR2217477A1 - | FR7404756 | 1974-02-07 | FR2217477A1 | 1974-09-06 | |
| 174 | Hubbrücke | DER0026290 | 1959-09-01 | DE1216913B | 1966-05-18 | |
| 175 | Brueckenaehnlicher superstructure with one to above the footpaths or road protruding Haupttraeger | DED0026960 | 1957-12-05 | DE1044855B | 1958-11-27 | HAUPT DIPL-ING WILLY |
| 176 | Device for Transfer a drive movement for lifting bridges, lift gates, Hubschuetze u. The like. | DEG0009892 | 1952-09-30 | DE960361C | 1957-03-21 | FRANZ DIPL-ING OTTO; NIEMANN LEONID VON |
| 177 | Means for alteration of the compensatory effect of the counterweights of movable bridges, Wehrverschluessen, floodgates, and similar structures | DED0019537 | 1955-01-14 | DE950127C | 1956-10-04 | WITTENHAGEN DIPL-ING GUSTAV |
| 178 | Drive for movable bridges and other lifting body | DEG0016055 | 1954-12-21 | DE948516C | 1956-09-06 | SPIEKER DIPL-ING FRIEDRICH |
| 179 | Device for the transmission of the driving movement for lifting bridges, lifting gates, sluice boards and the like | GB2648653 | 1953-09-25 | GB731411A | 1955-06-08 | |
| 731,411. Lifting bridges. GUTEHOFFNUNGSHUTTE STERKRADE AKT.-GES., [formerly GUTEHOFFNUNGSHUTTE OBERHAUSEN AKT.-GES.]. Sept. 25, 1953 [Sept. 29, 1952], No. 26486/53. Class. 78 (2). Bridge 2 is given a predetermined accelerated movement by uniformly - rotating drive 4 by means of guide path 7 which engages rollers 6 carried by the chain 1 which supports the bridge. The guide path may take one of several forms (not shown). | ||||||
| 180 | Drive for lift bridges | DEM0016421 | 1952-11-27 | DE914260C | 1954-06-28 | BREITWIESER HEINRICH |
QQ群二维码
意见反馈
意见反馈