Abstract: A vibration resistant expansion joint is provided. The expansion joint includes a sustaining pedestal (1) which is formed from two L-shaped members (111 and 112). A plurality of shim assemblies (12), each containing a bifurcated tooth-like shim (121), are pivotally joined to the sustaining pedestal (1). Additionally provided is a foundation (3) formed of two L-shaped side members, each side member having a slide surface (33, 34) formed along a bottom edge thereof. A stepped bench unit (2), formed of a pair of benches, is slidably mounted on foundation (3).

Abstract: An expansion joint in which by means of movability of expansion shim assemblies in a sustaining pedestal and a stepped bench unit formed of a pair of benches at different elevation disposed beneath the sustaining pedestal so as to withstand vibration of roadway or bridge and instantly rescue the roadway or bridge from collapsing.

Abstract: There is provided an elastomeric bearing installed at an upper girder of a bridge or between upper and lower parts of a building, for supporting a load in a stable manner. The elastomeric bearing includes a cylinder member having a plurality of cylindrical hollows, elastomeric members seated on the respective cylindrical hollows of the cylinder member, a plurality of pistons inserted into the respective cylindrical hollows of the cylinder member to hermetically seal the elastomeric members seated thereon, and elasticity reinforcement elements integrally formed with the cylinder member and the plurality of pistons, for accommodating the same, the cylinder member having a plate-shaped body and a plurality of cylinders having cylindrical hollows formed therein, the plurality of cylinders protruding from the bottom of the body. Since buckling occurs only in one direction while supporting a higher load by constricting expansion, the safety can be enhanced.

Abstract: A bridge joint for use with a railroad track having standard rail sections with flanges. The bridge joint includes a fixed point having a forward integral accepting portion with a point and flanges rearward of the accepting portion. The joint also has a moveable body having a forward interface portion adapted to be slidingly accepted in the accepting portion. The moveable body has a notch adapted to accept the point. Clamping lugs are positioned on the accepting portion and the interface portion. The fixed point and the moveable body are clamped to base plates and quick release fasteners are positioned to engage the flanges of the fixed point, moveable body, and a flange of each of the standard rail sections and secure all to the base plates.

Abstract: A bridge joint for use with a railroad track having standard rail sections with flanges. The bridge joint includes a fixed point section having an integral accepting portion with a point and laterally spaced side walls, and a standard rail abutting portion. The joint also has a moveable point section having a yoke portion with a point and laterally spaced side walls, and a standard rail abutting portion. A rocker arm has a moveable interface portion adapted to be pivotally attached to said yoke portion and a fixed interface portion adapted to be received in said accepting portion. Clamping lugs arc positioned on the side walls of the accepting portion and the yoke portion. The fixed point section and the moveable point section are clamped to base plates with clamping members that engage the clamping lugs.

Abstract: A high throughput drilling system for printed circuit board hole formation. Two spindles are disposed at each spindle station, doubling the number of holes produced in a given time period. Each spindle in connected to an overhead linear drive by a mini slide. A first set of the spindles, one for each spindle station, is driven by a first X axis linear drive. A second set is driven by a second X axis linear drive. The work piece table is elongated to support work pieces for all stations, and is supported by a set of bearing guides, with outrigger bearings coupled to the table by flexure mounts that relieve stress due to differential temperature expansion rates between the work piece table and the base table. High speed spindles are employed to obtain higher productivity, with larger holes routed by router tools, eliminating the need for stocking large drill sizes on the system tool changer.

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: 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.