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WO/2007/076417A2 |
The present invention is directed to an apparatus for use in constructing a bridge comprised of a superstructure and a substructure that supports the superstructure and is comprised of foundations and piers. In one embodiment, the appara...
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WO/2007/071184A1 |
An expansion device of a bridge detection vehicle includes a horizontal frame (1), a horizontal hydraulic expansion mechanism (2) and a tower platform (3), in which, the horizontal frame (1) comprises a horizontal fixed frame (11) fixed ...
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WO/2007/066387A1 |
A bridge construction method capable of economically and efficiently performing the construction work and preventing traffic jam from occurring by carrying side structures formed by pre-combining, members such as cross beams, steel floor...
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WO/2007/062646A2 |
The invention relates to a tubular, hollow, solid guideway beam, preferably used for a railway substructure and consisting of interconnected, statically defined lengths of parts in the form of the longitudinal carriers (1). The longitudi...
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WO/2007/064491A1 |
This invention provides a novel construction method to longitudinally offset a traditional bridge substructure to a desired location by utilizing unconventional link-support or alternative support systems. This invention describes an app...
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WO/2007/059563A1 |
There is disclosed a traffic control intersection (10) having a first road (12) and a second road (14) running crosswise relative to the first road. Pathways (28), (36), (48) and (56) are provided to enable vehicles travelling along eith...
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WO/2007/062134A2 |
The protection system is installed over a surface to be protected, various configurations of a protection system are installed over a portion of an infrastructure improvement, such as a sidewalk (10), curb (20), gutter, or other structur...
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WO/2007/057635A1 |
A modular bridging system comprising modules (10) which inter-link to form a deck suitable for use as a buoyant walkway or roadway; and in which the means for causing successive modules to interlink comprises pegs (61; fig. 6A-6D) which,...
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WO/2007/053934A1 |
A portable road mat including a body having a first end with a first face and a reciprocal second end with a second face. The first coupling is positioned at the first end and has a coupling portion extending from the first end comprisin...
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WO/2007/053119A1 |
A method of applying a coating medium over a discontinuity between two structural elements, and a preformed panel. The method comprises providing a stress redistribution structure over the discontinuity; and applying the coating medium o...
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WO/2007/049360A1 |
Automatic injection of grout into a cable sheath or a duct of a PC structure is realized and storage of nonfalsifiable/noncorrectable record of data concerning injection is enabled. A grout injection device and method for injecting grout...
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WO/2007/048188A1 |
A sealing joint for sealing a gap, comprising an elongated, hollow body including a central web extending between an upper end and a lower end of the body. At least one internal member extends between the central web and a side wall of t...
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WO/2007/048491A1 |
A lattice structure comprises an elongated structural element (2) and a reinforcing device for relieving a part of constraints to which said elongated structural element is exposed, wherein the reinforcing device comprises an effort dist...
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WO/2007/042213A1 |
In order to repair a bridge in the zone of an expansion joint (3), initially at least the near-surface components of the bridging device that is to be replaced are dismounted and the existing lane structure in the zones bordering the bri...
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WO/2007/025947A1 |
Device for producing an elongated concrete element (20) extending in the vertical direction, for example a tower of a wind turbine generator system, comprising an inner casing (12) and an outer casing (11), the inner casing (12) and the ...
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WO/2007/025555A1 |
Device for producing an elongated concrete element (20) extending in the vertical direction, for example a tower of a wind turbine generator system, comprising an inner casing (12) and an outer casing (11), the inner casing (12) and the ...
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WO/2007/021113A1 |
A prefabricated bridge that is fabricated by using a plurality of corrugated steel plate and a method of constructing the same are disclosed to construct quickly and easily a bridge on a river. A plurality of corrugated steel plates is p...
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WO/2007/021078A1 |
Disclosed is a replaceable drainage device of an expansion joint. Fasteners are fitted into fixed bearings installed on opposite sides of an expansion space between slabs or on bottom surfaces of the slabs, and an expansion member is cou...
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WO/2007/012757A1 |
The invention concerns a system for transporting a span on a road vehicle capable of being transformed into an amphibious vehicle enabling the crossing of a dry or water-filled gap by any road vehicle. The invention is characterized in t...
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WO/2007/009332A1 |
A bridge expansion joint device for resisting vertical dislocation includes a plate (1) across a joint, the first end of which is placed on a first girder (4) adjacent to one side of the bridge joint, and the second end of which is locat...
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WO/2007/003043A1 |
A composite bridge structure (20) suitable for use in golf-courses, parks and similar settings comprises at least one corrugated metal plate (24) having corrugations generally oriented parallel to the longitudinal axis (A) of the bridge ...
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WO/2007/001103A1 |
An girder bridge protection device comprises sacrifice means including girders which are installed on an upper surface of a bridge seat of an abutment or pier to support a bridge floor, a symmetrical main support member which connects tw...
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WO/2006/136832A1 |
A fascine for filling ditches or smoothing other discontinuities in or on the ground to facilitate the passage of vehicles across the discontinuity is composed of inflatable members 1 wrapped with one or more fabric sheets (3) extending ...
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WO/2006/136797A1 |
Fascine members for filling ditches or smoothing other discontinuities in or on the ground to facilitate the passage of vehicles across the discontinuity are normally carried in a package (2) at one side of a vehicle such as a tank (1). ...
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WO/2006/131051A1 |
A module type comb-shaped bridge expansion joint device for resisting a super dislocation includes at least two side-by-side arranged modules along the width direction of a bridge, in which every module includes a fixed comb plate(2) and...
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WO/2006/131090A1 |
Ballastless track for rail vehicles, comprising rails which are fixed to sleepers and which are carried by a civil engineering structure constructed from concrete or concrete composite, the sleepers (6) being cast into the structural con...
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WO/2006/122513A1 |
In a foldable, modular scissor bridge (2) which can be transported in the folded-together state by means of a transport vehicle (1) and comprises two bridge modules (4, 4’) which are formed in each case by a pair or by two pairs of tra...
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WO/2006/119642A1 |
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,...
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WO/2006/116450A2 |
A flooring system (10, 310, 410) configured to accommodate sports play and other activities, wherein the flooring system (10, 310, 410) comprises a support base (14, 314, 414) having a synthetic component, such as a synthetic support str...
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WO/2006/111718A1 |
A bridge structure, comprising: a deck (1) for supporting a load thereon; first and second abutments (13a, b) which support respective ends of the deck and bear a compressive load from backfill (5) at the respective outer sides thereof; ...
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WO/2006/109901A1 |
Provided are a concrete-filled steel tube (CFT) column and a concrete composite pier using the same, capable of eliminating a work required to arrange reinforcements as well as remarkably improving a adhesive strength between the concret...
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WO/2006/109952A1 |
There is provided a method of manufacturing a segment which is used to build a spliced prestressed concrete girder by combining a plurality of the segments, the method comprising: manufacturing one or more joint blocks, each having a fir...
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WO/2006/109019A1 |
A vehicle safety parapet comprises a plurality of rails (18, 24, 28) supported at varying heights on uprights (12). A first of the rails comprises a steel box-section supported at each upright by bracketing means (20) configured to colla...
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WO/2006/106370A2 |
The laws of aerodynamics and air cirulation around the aeroprofile (1) are transposed from aviation technology into the area of land traffic to be applied for generating air circulation around the bridge (9) by placing the bridge inside ...
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WO/2006/108072A2 |
A dock leveler for a truck loading dock includes a pivotal deck that is raised by an inflatable actuator. The actuator includes a pliable upper section that when inflated has a generally vertical cylindrical shape that can provide a heav...
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WO/2006/103934A1 |
A static crushing method capable of extremely safely and efficiently performing crushing operation by efficiently crushing the surface of an object to be crushed, an aid for static crushing used for the crushing method, and a filling too...
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WO/2006/099900A2 |
Coupling device (11) for opposite ends (9, 10) of sheaths (8), having such opposite ends (9, 10), referred to as first and second, these latter having to form parts of prefabricated elements (3) intended to be assembled through pressing ...
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WO/2006/092258A1 |
The invention relates to a formwork (20) for producing edge-sided track cover (15) on a scaffolding structure (10), which is suspendedly fixed to the longitudinal area of the internal face of a running way (11), for example a bridge. Sai...
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WO/2006/092259A1 |
The invention relates to a formwork (20) for producing edge-sided track cover (15) on a scaffold structure (10), which is suspendedly fixed to the longitudinal area of a bridge roadway (11) underside surface. Said formwork comprises an a...
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WO/2006/090723A1 |
An earthquake resistant elastic column capable of providing sufficient deformability and damping to the column itself such as a pier at low cost. Since the earthquake resistant elastic column (10) is formed by binding a plurality of colu...
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WO/2006/088184A1 |
A reinforcement for building structures which comprises an additional material layer (3), an insertion material layer (4), and an adhesive layer (5), the additional material layer (3) and the insertion material layer (4) being superposed...
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WO/2006/087456A2 |
The invention relates to a span (2) for railway tracks with a self-supporting U-shaped structure (3), defining a section of the path for a piece of rolling stock (1), travelling on the railway track and at least one further element (6, 1...
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WO/2006/080037A1 |
A system for monitoring level variations of at least one bottom region of a soil subjected to erosive and sedimentary agents, which comprises at least one monitoring element (15) fastened to said bottom, said at least one monitoring elem...
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WO/2006/078174A1 |
A device for a gangway construction is described, which is characterised in that it is composed of a number of sections, each comprising a polygonal frame, one connected to the frame formed as a landing, and a gangway, the one end of whi...
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WO/2006/076874A1 |
The invention relates to a transportable bridge system, with at least one bridge span (10), made up of two sections (12a, 12b), connected together at a joint and a bridge-laying vehicle (12), provided with a hoisting frame (18), supporte...
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WO/2006/075863A1 |
Provided is a long-span temporary bridge having a plurality of bridge posts, a plurality of main beams installed on the bridge posts, a plurality of deck plates installed on the main beams, cross beams having through-holes and tension me...
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WO/2006/074892A1 |
The invention relates to a bridging device for an expansion joint (4) in a structure fit for traffic, said expansion joint being placed between an abutment (2) and a superstructure (3). A number of cross-members (5) that bridge the joint...
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WO/2006/072771A1 |
A cantilevered linkspan (10) for connecting and providing access to and from a quay (4) to a ship (6). The linkspan (10) comprising a linkspan deck (12) projecting from the quay (4) and having a distal end (25), a pivot assembly (18) piv...
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WO/2006/065303A2 |
A combined digital audio file player and modulator (400) apparatus comprising: an elongate housing (401) having a distal end (405) and a proximal end (404); a socket power adapter located at a distant end of the elongate housing; an inte...
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WO/2006/065041A1 |
Provided is a cable-stayed girder bridge type long-span temporary bridge, which easily and safely realize a long span of a temporary bridge to which various loads are applied or of which a temperature is extremely changed by installing a...
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