Abstract: A method for constructing an underpass below a first section of a pre-existing first way where a first quantity of debris must be removed from an underpass space below the first section to form the underpass and enable passage of traffic along a second way, the method comprising the steps of providing foundation pairs on either side of the underpass space, each pair including first and second foundations on opposite sides of the first section, halting traffic along the first section, removing the first section, removing at least a portion of the first quantity of debris from within the underpass space sufficient to enable installation of a superstructure substantially between the first and second foundation pairs and supported by the top ends of the first and second foundation pairs, providing a superstructure substantially between the first and second foundation pairs and supported by the top ends of the first and second foundation pairs, constructing a new first section and resuming first way traffic.

Abstract: A system and method for inserting pre-cast concrete pile caps under wooden railroad bridges without removing essential load bearing rails, cross-ties, and stringers is disclosed. The system and method minimizes the time that the track is closed to normal rail traffic. The system and method uses recycled oil well drill pipes that are cast into pile caps so that female-threaded ends are flushed with an upper surface of the pile caps. Lifting rods have male threaded ends that are used with a multi-point lifting device that allows the pile cap to be slipped under the existing bridge in a number of small incremental steps utilizing the spaces between wooden bridge stringers.

Abstract: A reinforced concrete frame is seismically reinforced by cutting a main reinforcement bar of a reinforced concrete member so as to shift a failure property of the reinforced concrete member from a shear failure preceding type to a bending failure preceding type.

Abstract: A system and method for inserting pre-cast concrete pile caps under wooden railroad bridges without removing essential load bearing rails, cross-ties, and stringers is disclosed. The system and method minimizes the time that the track is closed to normal rail traffic. The system and method uses recycled oil well drill pipes that are cast into pile caps so that female-threaded ends are flushed with an upper surface of the pile caps. Lifting rods have male threaded ends that are used with a multi-point lifting device that allows the pile cap to be slipped under the existing bridge in a number of small incremental steps utilizing the spaces between wooden bridge stringers.

Abstract: A composite structural member with pre-compression assembly. The apparatus comprises a plurality of longitudinally extending composite units. Each composite unit comprises a plurality of longitudinally extending girders or beams disposed on the bridge supports and a deck portion made of a moldable material and attached to the beams. Pre-compression is used for clamping adjacent units together such that a gap or hardened grout-filled joint between the deck portions thereof is substantially closed. The pre-compression portion of the apparatus includes a threaded member disposed through holes in facing beams of adjacent composite units with a fastener engaging the threaded member so that tightening of the fastener on the threaded member pulls the adjacent units together. The deck portions of the composite units may use a tongue-in-groove construction, and adhesive may be placed in the gap between the deck portions.

Abstract: A metal bridge includes at least two longitudinal girders connected by a plurality of transversal spacers and on which rests a platform. Each longitudinal girder is built by butt-jointing a number of prefabricated metal elements in the form of tubular hollow coffers of polygonal transversal section, each extending over a length compatible with transport and lifting devices. At least certain coffers of two neighboring girders are connected in twos by a plurality of spacers, each composed of a metal tube.

Abstract: A method for designing a seismic frame. Models of a reinforced concrete rigid frame and a seismic frame structure, respectively, are provided. Based on distances between components and damper load displacement in the seismic frame structure model, a burden (Prc) for the reinforced concrete rigid frame is calculated. A section design of the seismic frame structure is performed according to the elasto-plastic analyses.

Abstract: A composite girder comprises an elongate member of concrete having a substantially u-shaped or c-shaped cross-section. The girder has a pair of spaced legs connected together by a bridging portion. The legs have substantially flat elongate end faces and exterior reinforcing, such as a steel plate, extends along at least one of said end faces. A method of constructing a bridge using the girder is also provided.

Abstract: The present invention is to provide a continuous composite steel girder bridge using an apparatus to provide a temperature gradient to the steel girder (2) by circulation hot water. The apparatus is comprised of: a hot water circulation pipe (11) attached to steel girder (2) for providing hot water circulation before the composition of the steel girder (2) and the concrete slab (1) starts and until such a composition is completed; a temperature control sensor (12), attached to the steel girder (2) for sensing the temperature of the steel girder (2); and a controller (13) for controlling the temperature of the steel girder (2) to retain a predetermined temperature gradient while the composition effect takes place.

Abstract: In order to design an infrastructure of an elevated bridge, first a target ductility factor &mgr;d and target natural period Td for the infrastructure are set in connection with an assumed earthquake motion. Subsequently, a yield seismic coefficient for the target ductility factor &mgr;d and target natural period Td is obtained from a yield seismic coefficient spectrum for the assumed earthquake motion as a design seismic coefficient Kh. On the other hand, a target yield rigidity Kd corresponding to the target natural period Td is obtained. Subsequently, the design seismic coefficient Kh is used to obtain a design horizontal load bearing capacity Hd and a displacement corresponding to the design horizontal load bearing capacity Hd is obtained as a design yield displacement &dgr;d from the target yield rigidity Kd. Subsequently, the design horizontal load bearing capacity Hd is distributed into a horizontal force Hf to be born by the RC rigid frame and a horizontal force Hb to be born by the damper-brace.

Abstract: In order to design an infrastructure of an elevated bridge, first a target ductility factor &mgr;d and target natural period Td for the infrastructure are set in connection with an assumed earthquake motion. Subsequently, a yield seismic coefficient for the target ductility factor &mgr;d and target natural period Td is obtained from a yield seismic coefficient spectrum for the assumed earthquake motion as a design seismic coefficient Kh. On the other hand, a target yield rigidity Kd corresponding to the target natural period Td is obtained. Subsequently, the design seismic coefficient Kh is used to obtain a design horizontal load bearing capacity Hd and a displacement corresponding to the design horizontal load bearing capacity Hd is obtained as a design yield displacement &dgr;d from the target yield rigidity Kd. Subsequently, the design horizontal load bearing capacity Hd is distributed into a horizontal force Hf to be borne by the RC rigid frame and a horizontal force Hb to be borne by the damper-brace.

Abstract: A method for constructing a composite bridge superstructure of simple precast elements. According to the method, the bridge superstucture is comprised of one or more prestressed beams aligned substantially parallel to the bridge longitudinal axis. On top of the prestressed beams, there is placed a plurality of full width, precast deck slabs forming the bridge deck, with the precast deck slabs being transversely disposed side by side, with adjacent slabs attached by joints to complete the bridge deck structure. The deck slabs are spaced from the beams by spacing devices, such that a gap is left between the beams and the deck slabs and the bridge deck structure is prestressed separately from the beams. Subsequent to the prestressing of the deck structure and the beams, the bridge deck structure is connected to the beams by a concrete layer cast in situ in the gap between the bottom face of the precast deck slabs and the top face of the prestressed beams.

Abstract: A lightweight mobile bridge has upper belts and/or lower belts made of composite fiber materials. The belts provide for longitudinal tensile support for vertically extending side walls formed with shear ribs made of metal.

Abstract: In order to design an infrastructure of an elevated bridge, first a target ductility factor &mgr;d and target natural period Td for the infrastructure are set in connection with an assumed earthquake motion. Subsequently, a yield seismic coefficient for the target ductility factor &mgr;d and target natural period Td is obtained from a yield seismic coefficient spectrum for the assumed earthquake motion as a design seismic coefficient Kh. On the other hand, a target yield rigidity Kd corresponding to the target natural period Td is obtained. Subsequently, the design seismic coefficient Kh is used to obtain a design horizontal load bearing capacity Hd and a displacement corresponding to the design horizontal load bearing capacity Hd is obtained as a design yield displacement &dgr;d from the target yield rigidity Kd. Subsequently, the design horizontal load bearing capacity Hd is distributed into a horizontal force Hf to be borne by the RC rigid frame and a horizontal force Hb to be borne by the damper-brace.

Abstract: A portable bridge footing and abutment for supporting bridge decks on soils of insufficient bearing capacity or high water tables or both. The bridge footing includes a riser having a bearing plate, a vertical restraint, and at least one leg that all rise and fall with freeze/thaw cycles or in high water conditions. Further, the riser is designed to accommodate water flow under the bridge.

Abstract: This invention is related to a ground advance shoring system and the construction method using such a system.

Abstract: A method for constructing a bridge includes the steps of disposing a bridge form and a connected support structure over an area to be spanned by the bridge. Next, concrete is poured into the bridge form. Finally, the support structure is disconnected and removed from the bridge form. The bridge forms are carried or supported by beams positioned over the area to be spanned. The forms may be carried directly by the beams or by support assemblies suspended from the beams may carry the bridge forms. Trolleys may be used to position portions of the forms between or below the beams.

Abstract: Elongated composite deck sections or panels are formed by pultruding a plastics resin material with multiple layers or mats of glass fibers and longitudinally extending unidirectional fibers to form a base wall integrally connecting upwardly projecting and longitudinally extending tubular ribs. Each rib has opposite side surfaces converging towards the base wall, and longitudinally extending ears project laterally outwardly from the side surfaces. The top surface of each panel is coated with epoxy adhesive, and the top surface of the base wall is also coated with an aggregate of crushed stone. The deck panels are assembled in laterally adjacent overlapping relation to form a permanent composite deck form. A mat of fiber reinforced composite rods are spaced above the deck panels which are surrounded by border forms, and concrete is poured onto the deck panels which positively bond with the concrete.

Abstract: Tension rod for use as a chord for bridges, having a middle part consisting of fiber composite material and having ends consisting of metallic material. The middle and end parts are connected by a glued tapered overlap.

Abstract: The invention provides precast concrete diaphragms for placement between the longitudinal beams of a bridge. Ends of the diaphragms have pockets to receive concrete for tight joints between longitudinal bridge beams and the diaphragms. The longitudinal bridge beams are prestressed against the diaphragms. There is a plicable material between the beams and the diaphragram.

Abstract: A unique transit system incorporates at least one internally powered, wheeled, transport vehicle having both manual controls enabling a user to drive the vehicle on a surface street and an on-board computer (OBC) system enabling software control of at least vehicle steering and velocity. A controlled roadway system having a roadway surface upon which the transport vehicle runs on its internal power on the same wheels as on surface streets is provided as well. On surface streets off the controlled roadway the manual controls are active, and on the controlled roadway the software controls are active. Manual or computer control depends on whether the vehicle is on the controlled roadway or surface streets. The OBC communicates with a Master computer for the controlled roadway, providing a range of functions. The transport vehicles operate at a fixed and constant speed on the controlled roadway system.

Abstract: A movable safety tunnel rides on parapets within a bridge. The safety tunnel is locked in place in a respective section of the bridge while maintenance or other operations are performed on that section of the bridge. This allows the traffic to flow through the safety tunnel and along the bridge, and the safety tunnel shields the traffic from any dust or debris. When the maintenance on that respective section of the bridge has been completed, the safety tunnel is unlocked and pushed (and/or pulled) by suitable equipment to the next adjacent section of the bridge; and the safety tunnel is again locked in place as the maintenance is performed. This procedure continues, progressively, along the bridge. In one embodiment, the safety tunnel has a trolley system riding on respective rails constructed on top of the parapets.

Abstract: Elongated composite deck sections or panels are formed by pultruding a plastics resin material with multiple layers or mats of glass fibers and longitudinally extending unidirectional fibers to form a base wall integrally connecting upwardly projecting and longitudinally extending tubular ribs. Each rib has opposite side surfaces converging towards the base wall, and longitudinally extending ears project laterally outwardly from the side surfaces. The top surface of each panel is coated with epoxy adhesive, and the top surface of the base wall is also coated with an aggregate of crushed stone. The deck panels are assembled in laterally adjacent overlapping relation to form a permanent composite deck form. A mat of fiber reinforced composite rods are spaced above the deck panels which are surrounded by border forms, and concrete is poured onto the deck panels which positively bond with the concrete.

Abstract: Suspension cables for an elevated lightweight guideway are arranged so that high-speed traffic along the guideway is not subjected to guideway-induced oscillation. Furthermore, suspension cables are interconnected so that pre-assembled towers and guideway spans can be transported and rapidly installed by helicopter.

Abstract: A bridge of shock-absorbing construction is disclosed, which includes horizontal members arranged in series, vertical members supporting the horizontal members, and connectors for connecting the adjacent horizontal members or for connecting the horizontal member and the vertical member, wherein shock absorbers formed from a material with an elastic modulus in flexure over 200 kgf/cm2 and each having a wall structure in a shock-loading direction are disposed on the connectors or at the points of contact between the horizontal members or between the horizontal member and the vertical member.

Abstract: Method of construction of a vault, in which at least two half-shells (1-8; 60) are brought to bear against one another by means of at least two bearing pieces (30, 50; 70) which are mated and, each half-shell (1-8; 60) comprising an upper edge (21; 61) and a bottom lip (22); each bearing piece (30, 50; 70) is fixed removably to a half-shell (1-8; 60), the two half-shells (1-8; 60) are brought to bear against one another temporarily via their bearing piece (30, 50; 70) without their bottom lips (22) being brought to bear against one another, a keystone-forming material is cast between said upper edges (21; 61), on the bottom (14) constituted by the lips (22), so as to bring about continuous transverse joining together of the half-shells (1-8; 60), and then the bearing pieces (30, 50; 70) are removed so as to effect load transfer from the bearing pieces (30, 50; 70) to the half-shells (1-8; 60). The invention is suitable for the construction of a passage under an embankment.

Abstract: A movement limiting device of a bridge bearing is provided in which the horizontal strength in the longitudinal direction and the perpendicular direction of a bridge when limitation in movement is cancelled can be suitably separately set. A rubber bearing 64 is interposed between an upper shoe plate 60 and a lower shoe plate 62. The upper shoe plate 60 has a notch 72 formed in a side thereof. A side block 80 has two projections 82, 84, which are formed integrally with the side block 80 to project upwardly. The side block 80 has a plurality of bolt through holes 86, which are formed therein on both end sides of the projections 82 and 84, and another bolt through hole 86, which is also formed in a concave portion 83 between the projections 82 and 84. Bolts 78 fix the side block to the lower shoe plate 62.

Abstract: A movable safety tunnel rides on parapets within a bridge. The safety tunnel is locked in place in a respective section of the bridge while maintenance or other operations are performed on that section of the bridge. This allows the traffic to flow through the safety tunnel and along the bridge, and the safety tunnel shields the traffic from any dust or debris. When the maintenance on that respective section of the bridge has been completed, the safety tunnel is unlocked and pushed (and/or pulled) by suitable equipment to the next adjacent section of the bridge; and the safety tunnel is again locked in place as the maintenance is performed. This procedure continues, progressively, along the bridge. In one embodiment, the safety tunnel has a trolley system riding on respective rails constructed on top of the parapets.