Abstract: The pneumatic support has a pneumatic body which can be placed pneumatically under pressure and which, under operating pressure, operationally keeps at a distance apart a compression member which extends substantially over its length and a tension member which likewise extends substantially over its length, wherein forces are introduced at force introduction points in end regions of the compression member and the tension member into said members and wherein connecting elements are provided between the compression member and the tension member and introduce forces into the compression member and the tension member likewise at force introduction points, wherein, furthermore, the pneumatic body has formations which extend between adjacent force introduction points and which project outwardly beyond a rectilinear connection between the adjacent force introduction points. As a result, undesired distortion of the support under operating pressure, but without operating load, is avoided.

Abstract: A vertically-adjustable gantry assembly installation adapted for removal or placement of a train bridge-span of the type which spans and is supported by two piers, comprises a gantry assembly positioned on load-bearing first ground-support locations, the gantry assembly comprising a gantry and a ground-engaging vertical support and lift system, the vertical support and lift system adapted for supporting a combined weight of the gantry and a bridge span in at least one operational vertical position above respective bridge span support-surfaces of the piers including a position corresponding to a disembarking plane in which the leg portions are extended from a stowed position to an extent at least sufficient for the gantry assembly to self-liftoff the pre-installation conveyance system onto the first ground-support locations to effect the gantry assembly installation.

Abstract: A track system may include a plurality of connected slat members that may form rollable tracks. The rollable tracks may be used in moving vehicles across sensitive ground. The rollable track may be deployed using various methods and/or apparatus such as, e.g., deployment apparatus including one or more spool portions for rolling and unrolling the rollable tracks.

Abstract: The invention provides a special launching carrier with variable position platform and a method for bridge erection using the same. The special launching carrier with variable position platform comprises a special carrier for erection bridge beam and an under-bridge machine with platform. The special carrier for erecting beam comprises a main beam, a front wheel group, a rear wheel group and a lifting device; the under-bridge machine with platform comprises a under-bridge, a rotatable rear leg, a front roller, a middle roller, a rear roller and an erecting trolley arranged on the under-bridge, and the variable position platforms are installed on both sides of tail portion of the under-bridge. When erecting bridge beam, the front wheel group moves onto the variable position platforms, which may be elevated and folded in terms of conditions of the first and last spans of different bridges, so that the bridge erection is achieved.

Abstract: Boom of a laying mechanism of a bridge laying vehicle, the laying mechanism being composed of a placement arm and the boom. The boom includes a base member that can be fixedly secured to the vehicle by at least one securement device. A jib, especially with locking elements for locking a bridge element in place, is moveable relative to the base member. A pivot member is pivotably disposed on the base member, and the jib is pivotably disposed on the pivot member. Pursuant to the method for moving the boom into a vehicle transport position, the jib is pivoted about a pivot axis in the forward direction of travel by raising the pivot axis of the jib.

Abstract: An apparatus for carrying a bridge on a vehicle and deploying the bridge to the ground is disclosed. The apparatus comprises a mounting bracket for mounting the apparatus to a vehicle, and a foot pivotable relative to the mounting bracket between a first position in which the foot engages the ground for supporting a bridge and a second position in which the foot is separated from the ground to permit movement of the vehicle. A bridge engaging probe is pivotable relative to the foot between a third position in which the bridge is on the ground and a fourth position in which the center of gravity of the bridge is raised relative to the third position. First and second cylinder actuators pivot the probe between the third and fourth positions. Third and fourth cylinder actuators pivot the foot between the first and second positions.

Abstract: A system for transporting a span on a road vehicle capable of being transformed into an amphibious vehicle, enabling crossing of a dry or water-filled gap by any road vehicle. The vehicle for transporting the span is amphibious to allow any vehicle to cross a gap filled with water by transferring and transporting the vehicle on the span supported on the amphibious vehicle operating as a floating ferry. The invention is particularly applicable in the field of civil or military engineering.

Abstract: A method and apparatus for the placement of a bridge element using a vehicle having a placement arm, and a use of the apparatus. The placement arm has at least one drive element adapted to cooperate with the bridge element. A braking device is disposed in the vicinity of the deposition end of the placement arm and cooperates with the bridge element during a placement procedure. The bridge element is braked via an engagement element of the braking device. Movement of the bridge element in a longitudinal direction can be measured and monitored, and in the event of an uncontrolled movement the bridge element can be braked.

Abstract: An apparatus (2) for the deployment of fascines comprises a fixed framework adapted to be mounted to the front region of a vehicle such as the glacis plate (3) of a tank (1). A leading portion of the framework extends forwardly of the vehicle and carries straps (18, 19) to support a bundle of inflatable fascine members (20). A winch (21) is mounted on the framework and can be used to raise the fascine members into the straps and subsequently to release the straps and allow the fascine members to drop into a ditch or other discontinuity and then inflate, to facilitate passage of the vehicle.

Abstract: A travel support device for a conveyor bridge 4 having a swivel joint 12, a two-axis tilting joint 10 and a roller table 8. A portion of the tilting joint 10 is mounted to the swivel joint 12 and another portion of the tilting joint 10 is mounted to the roller table 8 such that the tilting joint 10 rotates about a defined longitudinal axis 30 and an axis 32 transverse of the longitudinal axis 30.

Abstract: A method for laying a military bridge over an obstacle in a combat zone with using at least one laying vehicle. First, the bridge is loaded on a self-propelled, unmanned, remote-controlled laying vehicle and transported to the edge of the combat zone by water, air, rail, and/or road. From this point, the laying vehicle with the bridge is guided by a manned pilot vehicle to the vicinity of the obstacle. The laying vehicle then begins an automatic slow approach to the obstacle, for which purpose the laying vehicle has a suitable optical system or a laser scanner. At the edge of the obstacle, the topographical situation is scanned. On the basis of the scanner data, the laying operation is simulated, taking into consideration the predetermined design limits. On the basis of the simulation results, a decision is made about whether the laying operation will be carried out or broken off. This decision is then executed.

Abstract: A mobile bridge of great length is a support construction for at least one transport means, which particularly avoids constraints and undefined stresses as a result of temperature variations and/or support lowering movements, for example, to the greatest possible extent. This will guarantee a statically definite system, is essentially accomplished in that the bridge, in its totality, forms a multi-member statically definite system in the vertical plane, and a statically definite continuous carrier in the horizontal plane. The bridge segments of the bridge are connected with one another, in articulated manner, exclusively in the vertical plane, and the bridge is supported by means of at least three bearing mechanisms of a type A, B, and C having different static valence. Each bearing mechanism of the type A, B, C is carried by a self-propelled, tip-proof traveling mechanism.

Abstract: An attachment for transporting and launching military bridges with light armored vehicles is provided. The attachment includes a deck adapter for removable attachment to the upper deck of the vehicle, and a front adapter to be removably attached to the bow of the vehicle. The front adapter has a framework matched to the bow of the vehicle and is removably attached to the bow. This includes a launching beam, attached to the framework in a pivoting manner, with a motor-driven pinion for moving the bridge. In addition, a support foot is attached to the framework in a pivoting manner. Lifting cylinders are provided for raising and lowering the launching beam and the support foot.

Abstract: A mobile bridge of great length is a support construction for at least one transport, which particularly avoids constraints and undefined stresses as a result of temperature variations and/or support lowering movements, for example, to the greatest possible extent. This will guarantee a statically definite system, is essentially accomplished in that the bridge, in its totality, forms a multi-member statically definite system in the vertical plane, and a statically definite continuous carrier in the horizontal plane. The bridge segments of the bridge are connected with one another, in articulated manner, exclusively in the vertical plane, and the bridge is supported by at least three bearing mechanisms of a type A, B, and C having different static valence. Each bearing mechanism of the type A, B, C is carried by a self-propelled, tip-proof traveling mechanism.

Abstract: A mobile compression and tension bridge and shelter structure having a plurality of individual structural elements that are parallel to each other and perpendicular to the length of the bridge or shelter. The structural elements are flexibly connected to one another on a bottom surface forming an arch caused by the shape of the elements or by placing spacers between the elements with at least one tension device attached to each structural element.

Abstract: Mobile bridge system with at least one bridge section comprising two articulatedly interconnected parts, and a bridge laying vehicle provided with a lifting frame hydraulically pivotable from the horizontal transportation position into a vertical laying position, carrying a lowering frame guiding a laying cable and pivotably resting on the vehicle. One part of the bridge section, during the transportation thereof, rests a downwardly directed roadway surface on the lifting frame and is locked thereto, while the other part of the bridge section during the transportation thereof rests with an upwardly directed roadway surface on the first part. A lowering frame is fixed to the lifting frame so as to be displaceable beyond its free end and the other part of the bridge section is provided in the vicinity of its free end with outwardly pivotably mounted, length-adjustable trestle legs.

Abstract: A system for transporting a span on a road vehicle capable of being transformed into an amphibious vehicle enabling crossing of a dry or water-filled gap by any road vehicle. The vehicle for transporting the span is amphibious to allow any vehicle to cross a gap filled with water by transferring and transporting the vehicle on the span supported on the amphibious vehicle operating as a floating ferry. The invention is particularly applicable in the field of civil or military engineering.

Abstract: A method for laying a military bridge over an obstacle in a combat zone with using at least one laying vehicle. First, the bridge is loaded on a self-propelled, unmanned, remote-controlled laying vehicle and transported to the edge of the combat zone by water, air, rail, and/or road. From this point, the laying vehicle with the bridge is guided by a manned pilot vehicle to the vicinity of the obstacle. The laying vehicle then begins an automatic slow approach to the obstacle, for which purpose the laying vehicle has a suitable optical system or a laser scanner. At the edge of the obstacle, the topographical situation is scanned. On the basis of the scanner data, the laying operation is simulated, taking into consideration the predetermined design limits. On the basis of the simulation results, a decision is made about whether the laying operation will be carried out or broken off. This decision is then executed.

Abstract: An attachment for transporting and launching military bridges with light armored vehicles is provided. The attachment includes a deck adapter for removable attachment to the upper deck of the vehicle, and a front adapter to be removably attached to the bow of the vehicle. The front adapter has a framework matched to the bow of the vehicle and is removably attached to the bow. This includes a launching beam, attached to the framework in a pivoting manner, with a motor-driven pinion for moving the bridge. In addition, a support foot is attached to the framework in a pivoting manner. Lifting cylinders are provided for raising and lowering the launching beam and the support foot.

Abstract: A modular pedestrian bridge (10) is disclosed. In its simplest form, the bridge (10) includes: a span module (12) having a tunnel (14) sufficient to allow pedestrians to travel through the tunnel (14), the tunnel (14) being defined by a floor (16) and a top (18), defining a height (20), sides (22) defining a width (24) and upper and lower connectors (26) and (28), a tower module (30), a stair assembly (32), the tunnel (14) having sufficient dimensions to allow the tower module (30) to be telescopically fit into the tunnel (14) and the span module (12) being adapted to fit on a chassis or flat bed truck of a vehicle. The bridge (10) is configured to simplify assembly and disassembly and is adapted to fit on a chassis, flat bed truck and the like. The span module (12) is dimensioned, such that it does not have special freight requirements, possibly triggering state and federal escort laws for extra wide or long loads.

Abstract: A fascine is formed by an assembly of inflatable elongate members (10, 11). There may be some members that are tubes (11) and others that are pipes (10) with the tubes (11) being of smaller diameter than the pipes (10) and forming a trackway above the pipes (10) when the fascine is deployed. The members have inflatable chambers and an inflation system (20) for inflating the chamber. The inflation system (20) is located within the chamber.

Abstract: A foldable modular scissors bridge adapted to be transported by a transport vehicle in a folded-together state and comprising two bridge modules, each formed by one or two pairs of spaced-apart track supports. Run-up ramps disposed at opposite ends of each bridge support are rigidly connected to their bridge supports. A respective ramp end tube, in the form of a hinge part, is disposed at each tip of the run-up ramps. A respective coupling tongue is disposed on each run-up ramp at a distance from the tip thereof. The coupling tongue of the upper bridge module forms an articulated joint with the ramp end tube of the lower bridge module.

Abstract: A system to lay a bridge between two banks, wherein said system firstly comprises a bridge carrying vehicle constituted by a remote-controlled self-propelled platform incorporating means to deploy and retract said bridge, said platform being unmanned and armor-free, and secondly a control post comprising means to communicate with said platform.

Abstract: A military quick launching bridge system has a bridge with two track supports and a laying mechanism, having an advancing support with two support sections A laying device cooperates with the laying mechanism and has a hydraulic device, a cable pull, and an electronic control. The track supports have parallel ramps with transverse pipes near their ends, and the support sections have transverse beams near their ends engaging the transverse pipes of the ramps. A pin wheel gear is provided on the advancing support. The support sections have running surfaces for supporting rollers of the laying device. The laying device has a transverse transporter with a telescoping pipe on gliding plates, supporting rollers for the ramps on the telescope pipe, and drivers adjacent to the supporting rollers. Expanding cylinders extend and retract the telescoping pipe and the ramps.