| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 181 | MOMENT-RESISTING JOINT AND SYSTEM | PCT/CA2006/000778 | 2006-05-12 | WO2006119642A1 | 2006-11-16 | DE LA CHEVROTIERE, Alexandre |
The present invention is directed toward a novel moment resisting connection system, for use, but not limited to, with a pony-truss bridge system. The connection system comprises multi-hollow sections that can be, but are not limited to, extruded aluminum and a joint or node connector that can be casted, milled, forged or made by any other means. |
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| 182 | LIFT-SLIDE DRAWBRIDGE | PCT/US2003/016859 | 2003-05-29 | WO2003102306A3 | 2003-12-11 | KING, Rex, Joseph, Jr. |
This invention relates generally to a drawbridge apparatus for reversibly spanning from a first base (20a) to a second base (20b), and more particularly to a cantilever drawbridge with an initial vertical motion of the bridge deck(40) then a sliding or horizontal-linear motion of the said bridge deck (40). The invention herein described effectivelyovercomes the problem of the adjacent first bridge approach (50a) obstructing the sliding movement of a sliding drawbridge. This is achieved by an initial vertical motion lifting the bridge deck until it effectively clears the first adjacent bridge approach (50a) thereby allowing the sliding the bridge deck (40) to slide over said first adjacent bridge approach (50a). A lifting mechanism (22) and a sliding mechanism (30) are included in the design to provide the apparatus the means to move the bridge deck (40) vertically and horizontally. |
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| 183 | ADAPTABLE CAB FLOOR ENGAGEMENT ASSEMBLY FOR COMMUTER AND CONVENTIONAL JET AIRCRAFT | PCT/US0131341 | 2001-10-04 | WO0228713A3 | 2002-09-06 | THOLEN TRENT D; WEST GLEN O; POHLY DANIEL D; CHASE THOMAS; JENSEN KENNETH; WOLFORD CATHERINE; HANSEN CHRIS |
| An engagement structure adapted for securement to the end of an aircraft boarding bridge includes a floor, a first floor panel (37) rotatably associated with the floor, and a second floor panel (39) displaceably associated with the floor. The second floor panel is preferably mechanically associated with a drive assembly (70) adapted for displacing the second floor panel relative to the first floor panel to provide a dimensionally adjustable floor area of a boarding bridge approximate the interface of the bridge and an aircraft serviced by the bridge. The engagement structure is adapted to accommodate the docking of the boarding bridge with aircraft having varied entry door configurations. | ||||||
| 184 | SUSPENDED LANDING STAGE | PCT/IB1998/000205 | 1998-02-17 | WO98036965A1 | 1998-08-27 | |
| This utility model presents two fundamental features: a) telescopic loading bridge; b) ballast tank mounted on motor crawler tracks. Feature a) enables the adjustment of the landing stage to any type of boats and/or coasters, and the appropriate adjustment of the landing stage's length to any littoral, high tide and to any exceptional conditions which might arise during the normal operating time. The retractility function enables the easy removal of the landing stage from its designated location; Feature b) enables to move the whole structure to safer locations when the original location is exposed to particularly strong surges which might endanger the stability and the normal functioning of the landing stage. Once the exceptional condition has ceased, the motor crawler tracks will enable the landing stage to return to its normal functioning. Said feature therefore reduces the eventual "inactivity" of the landing stage. | ||||||
| 185 | BASCULE BRIDGE | PCT/CH1997000212 | 1997-05-26 | WO1997045594A1 | 1997-12-04 | SCHMIDHALTER & PFAMMATTER AG; WERLEN, Matthias |
| In order that bridges located in exposed sites do not increase the risk of flooding at high-water, they are raised on at least one side in the form of bascule bridges in order to allow the water to run freely in its bed. The reaching of the high-water level and the high-water itself determine the moment when the bascule bridge should be raised. When the high-water level is reached, water can flow through lateral openings (1) in the bank into tanks (2) and fill the latter. The weight of the filled tanks (2) is sufficient to raise the bascule bridge on one or both sides out of its operating position into the high-water position. The raised bridge allows the high-water to run freely in its entire bed. When the high-water has receded, the water is let out of the tanks (2) and the bridge is lowered into its operating position once more. | ||||||
| 186 | MODULAR STRUCTURE | PCT/EP2019/059520 | 2019-04-12 | WO2019197655A1 | 2019-10-17 | POLLARD, James |
The present invention relates to a modular structure including at least two construction modules. Each construction module is a hollow body of cuboid or rhombohedron shape with four side walls and open front sides, wherein at least one of the side walls includes an attachment slot extending longitudinally along the sidewalls. The attachment slot is opening into an enlarged cavity of constant cross- section in longitudinal direction of the side wall. |
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| 187 | ÜBERBRÜCKUNGSVORRICHTUNG FÜR EINE BEWEGLICHE BRÜCKE UND BEWEGLICHE BRÜCKE MIT EINER SOLCHEN ÜBERBRÜCKUNGSVORRICHTUNG | PCT/EP2016/050577 | 2016-01-13 | WO2016113312A1 | 2016-07-21 | SCHÜRMANN, Christian |
Die vorliegende Erfindung betrifft eine Überbrückungsvorrichtung zur Überbrückung eines Fugenspalts (2) zwischen einem festen Brückenbauteil (3) und einem beweglichen Brückenbauteil (4) einer beweglichen Brücke (5.) Erfindungsgemäß weist die Überbrückungsvorrichtung (1) eine Übergangskonstruktion (6) mit wenigstens einem beweglichen Träger (7) auf. Der bewegliche Träger (7) weist wenigstens eine Positioniervorrichtung (8) auf, die ein gezieltes Positionieren des beweglichen Trägers (7) im Fugenspalt (2) erlaubt. |
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| 188 | DRIVEWAY LEVELER | PCT/IB2008/054527 | 2008-10-30 | WO2009057073A3 | 2009-05-07 | FIORILLI, Anthony |
A device (which is the whole driveway/platform itself) that conceals an underground garage when its in the upright position, and then pitches itself downward to expose the garage, and to provide access to park the vehicle(s).This device can be installed to an existing home or incorporated into a new home, to increase living space of the home without compromising land, in this case, by not using a bigger foundation perimeter or by not adding another storey. This device is to utilize the most living space (sq/ft) for the lot size, making it more efficient in creating living space and/or create more land space, for the same square footage. This device is mainly used for utilizing the unexcavated portion of a home foundation, by putting a garage there, and in turn providing the space that would have been taken up by the vehicles (above ground), into living space. This device is also to conceal the garage by leveling itself to the upward position, and to give the home nice aesthetics by giving it the garage-less look. For aesthetics purposes, this invention also provides two elevation configurations by tilting the driveway/platform (the invention itself) upwards or downwards with a touch of a button. |
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| 189 | VARYING FORCE COUNTERWEIGHT SYSTEM | PCT/US2004023027 | 2004-06-26 | WO2005009888A3 | 2007-03-01 | KING REX JOSEPH JR |
| This invention relates generally to a counterweight apparatus (1) for the purpose of counterbalancing another apparatus (2) to provide previously unavailable typically varying magnitude of force counterweight function when coupled to a scissors lift (2) or similar apparatus. The invention herein described effectively overcomes the problem of counterbalancing the typically varying magnitude of force from a scissors lift (2) or similar apparatus. The unique combination of counterweight (6) movement and changes in the relative location of the sliding support arm's (3) slidable engaged contact point (9) with the moment arm (5) provides the typically varying magnitude of counterweight (6) force to substantial counterbalance the typically varying magnitude of force from a scissors lift apparatus (2). Working together these novel features assure substantial continuous counterbalance (neutral equilibrium) will occur in the present invention when coupled to an apparatus with typically varying magnitude of force making it a unique and useful counterweight system. | ||||||
| 190 | INFLATABLE BRIDGE, ESPECIALLY FOR RESCUE PURPOSES, AND HOSE FOR STIFFENING THE BRIDGE | PCT/SE1993000325 | 1993-04-15 | WO1993021389A1 | 1993-10-28 | TRELLEBORG INDUSTRI AB |
| An inflatable bridge comprises longitudinal, parallel hoses (10) which support or form a walkway (12) and can be inflated by inflating means. The bridge may further comprise a tunnel-forming cover (15) that can be raised and supported by means of arch-forming inflatable hoses (16). At least the longitudinal inflatable hoses (10, 16) have a sealing layer (20) of elastomeric material and a reinforcement (21; 22, 23; 25). The reinforcement comprises inner and outer reinforcing layers (21; 22, 23; 25). The inner reinforcing layer (21) takes up tensile stresses and is formed of substantially parallel, axial reinforcing threads. The outer reinforcing layer (22, 23; 25) comprises two sets of reinforcing threads running helically in opposite directions and at an obtuse angle to one another round the hose. The hoses (10) extending in the longitudinal direction of the bridge are juxtaposed in one or more layers and interconnected by transverse reinforcing layers (11) enclosing several adjacent hoses (10) to achieve flexural rigidity also in the transverse direction of the walkway. | ||||||
| 191 | QUAY SYSTEM | PCT/FI1993000133 | 1993-03-31 | WO1993020283A1 | 1993-10-14 | |
| The object of the invention is a jetty system, consisting of dismountable modular structures (1, 2), which form the actual jetty plane under which the floats (3) are located. The pontoon jetty according to the jetty system comprises one or more triangular modular structures (2), and the floats (3) are triangular as seen from above, and can be fitted to the modules. | ||||||
| 192 | CRAWLER BRIDGE | EP21895947.6 | 2021-11-24 | EP4251803A1 | 2023-10-04 | BAKER, Chester |
| 193 | ÜBERBRÜCKUNGSVORRICHTUNG FÜR EINE BEWEGLICHE BRÜCKE UND BEWEGLICHE BRÜCKE MIT EINER SOLCHEN ÜBERBRÜCKUNGSVORRICHTUNG | EP16700576.8 | 2016-01-13 | EP3245337B1 | 2018-12-12 | SCHÜRMANN, Christian |
| 194 | HEIGHT ADJUSTMENT DEVICE FOR ROTUNDA OF BOARDING BRIDGE | EP15837429 | 2015-04-14 | EP3190053A4 | 2018-04-18 | KIM DONG SOO; CHO SEUNG SANG; DO GI YOUNG; YANG KWANG HO; CHO YON SANG; KIM HYUNG SIK |
| Disclosed is a height adjustment device for a rotunda of a boarding bridge. A height adjustment device for a rotunda of a boarding bridge can comprise: an outer column which fixes a rotunda and ascends and descends; an inner column which is connected to the outer column and is fixed on the ground surface; a vertical screw which is placed on the lower end of the rotunda; a nut which is formed in the inner central part of the outer column or the inner column so as to interlock in correspondence to the outside diameter of the vertical screw; and rails which are provided on one side of the outer column or the inner column and are formed in correspondence to each other so as to assist the ascent and descent of the outer column, wherein the lateral weight can be distributed by means of the rails and the nut. By maintaining a gap in which an inner column and an outer column can be assembled and reducing the occurrence of the bending of a vertical screw, the lateral weight of a height adjustment device for a rotunda of a boarding bridge can be distributed. | ||||||
| 195 | ÜBERBRÜCKUNGSVORRICHTUNG FÜR EINE BEWEGLICHE BRÜCKE UND BEWEGLICHE BRÜCKE MIT EINER SOLCHEN ÜBERBRÜCKUNGSVORRICHTUNG | EP16700576.8 | 2016-01-13 | EP3245337A1 | 2017-11-22 | SCHÜRMANN, Christian |
| The invention relates to a bridging device for bridging a joint (2) between a stationary bridge part (3) and a movable bridge part (4) of a movable bridge (5).According to the invention, the bridging device (1) comprises a transition structure (6) that includes at least one movable support (7). The movable support (7) includes at least one positioning device (8) which allows the movable support (7) to be accurately positioned in the joint (2). | ||||||
| 196 | Backpack structure having lifesaving function | EP11170735.2 | 2011-06-21 | EP2404523A1 | 2012-01-11 | Su, Lao-Ching |
A backpack structure having lifesaving function is made of material capable of floating on water. Connection straps (14) are provided on each end surface of the backpack (1), which can be buckled with connection straps (14) of the other backpack (1) and which can be buckled with connection straps (21) of water bag (2) filled with air inside. Configuring like this, not only users can cross rivers safely by means of the backpack structure so as to increase survival possibility in the field, but also it can carry personnel, goods or conduct emergency relief on water. Therefore, it can increase more practical effect and characteristics in its overall implementation.
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| 197 | HEBEBRÜCKE | EP97921576.1 | 1997-05-26 | EP0901538B1 | 2000-04-19 | MEYER, Oliver |
| In order that bridges located in exposed sites do not increase the risk of flooding at high-water, they are raised on at least one side in the form of bascule bridges in order to allow the water to run freely in its bed. The reaching of the high-water level and the high-water itself determine the moment when the bascule bridge should be raised. When the high-water level is reached, water can flow through lateral openings (1) in the bank into tanks (2) and fill the latter. The weight of the filled tanks (2) is sufficient to raise the bascule bridge on one or both sides out of its operating position into the high-water position. The raised bridge allows the high-water to run freely in its entire bed. When the high-water has receded, the water is let out of the tanks (2) and the bridge is lowered into its operating position once more. | ||||||
| 198 | System of conveyance | EP97810286 | 1997-05-07 | EP0806333A3 | 1997-12-29 | |
| Das Transportsystem besteht aus einem oder mehren Fahrzeug(en) (2), die zum Übersetzen von Personen, Tieren und Gütern über ein Gewässer dienen. Die Fahrzeuge bewegen sich auf einer oder mehren Fahrbahn(en) (1), welche sich unter der Wasseroberfläche befindet. Die Fahrbahn ermöglicht ein genaues Anfahren der Landungsstege (8)/(9). Das Niveau der Landungsstege stimmt jederzeit mit dem Niveau der Förderplattform der Fahrzeuge überein. Das System arbeitet wasserstandsunabhängig. Es kann manuell, halb- oder vollautomatisch betrieben werden. | ||||||
| 199 | 보행로를 제공하는 가동보시스템 | KR1020230084874 | 2023-06-30 | KR102613713B1 | 2023-12-13 | |
| 200 | 유연한 개방경로를 구비한 이동식 교량 | KR1020210041631 | 2021-03-31 | KR102349111B1 | 2022-01-07 | |
