A laminated sliding member 1 includes a base body 4 having one flat surface 3 which is circular in a plan view and a solid lubricant layer 5 adhered to the flat surface 3 of the base body 4 and having a sliding surface 2 which is circular in a plan view.

The present invention relates generally to structural bearing assemblies and to methods to make same. In one embodiment, the present invention relates to structural bearing assemblies designed for bridges. In another embodiment, the present invention relates to structural bearing assemblies designed for bridges that are more easily replaced when necessary.

The present invention relates generally to structural bearing assemblies and to methods to make same. In one embodiment, the present invention relates to structural bearing assemblies designed for bridges. In another embodiment, the present invention relates to structural bearing assemblies designed for bridges that are more easily replaced when necessary.

A multicomponent bridge support system includes: a base portion configured to make contact with bearing soil/strata/bedrock; a support portion configured to engage a bridge deck; and one or more precast intermediate portions configured to space the support portion with respect to the base portion.

A bearing diagnosis apparatus 1 that accurately diagnoses the state of a bearing includes: an extraction unit 2 configured to extract a feature amount using first index information indicating a response of a structure 21 to an external force and second index information indicating a response, to the external force, of a bearing 23 provided to the structure 21; and an assessment unit 3 configured to assess the state of the bearing 23 based on the extracted feature amount.

A multicomponent bridge support system includes: a base portion configured to make contact with bearing soil/strata/bedrock; a support portion configured to engage a bridge deck; and one or more precast intermediate portions configured to space the support portion with respect to the base portion.

A decking system provides a surface upon which traffic may travel. Drivable decking surfaces can support heavy vehicles, such as tanks. Exemplary decking systems include a first module, a second module, a first upper fastening assembly, a first lower fastening assembly, a second upper fastening assembly, and a second lower fastening assembly. These fastening assemblies can secure the first module and the second module together. Decking systems may also include side ramp assemblies and/or end ramp assemblies, and such ramp assemblies can be coupled with a decking platform. Fastening assemblies may include a pin, a first clip, and a second clip.

The present invention relates to a structural sliding bearing 210 for connecting a first structure part to a second structure part. The structural sliding bearing 210 has a bearing base 212 connectable to the first structure part, a sliding plate 216 connectable to the second structure part, and an intermediate bearing part 214 disposed between the bearing base 212 and the sliding plate 216, wherein a primary sliding surface 226 of the structural sliding bearing 210 is disposed between the intermediate bearing part 214 and the sliding plate 216. The primary sliding surface 226 has at least two partial sliding surfaces 228A and 228B, each arranged in sliding planes 230A and 230B angled relative to one another, the sliding planes 230A and 230B meeting at a common line of intersection S that forms an axis of movement A of the structural sliding bearing 210 along which the sliding plate 216 can move. The two sliding planes 230A and 230B include a first angle α, the first angle α being selected such that no gap occurs in the area of the primary sliding surface 226 when the structural sliding bearing 210 is in use. Furthermore, the invention relates to a structural bearing system 700 in which the advantageous principle of the structural sliding bearing 210 is applied.

A kinematic seismic isolation device for isolating a superstructure from the movement experienced by a substructure or foundation by providing lateral stability and resistance to stress having a rigid-structure helmet piece with the convex part facing upward and a radius of curvature R; and an intermediate rigid-structure body coupled to the underside of the helmet piece and extends to a bottom end of the device connected by a pivoting connection to the substructure or foundation, wherein the radius of curvature R is greater than or equal to the height H of the device; and wherein a tread plate, which is secured to the bottom surface of the superstructure, rests on the helmet piece.

A kinematic seismic isolation device for isolating a superstructure from the movement experienced by a substructure or foundation by providing lateral stability and resistance to stress having a rigid-structure helmet piece with the convex part facing upward and a radius of curvature R; and an intermediate rigid-structure body coupled to the underside of the helmet piece and extends to a bottom end of the device connected by a pivoting connection to the substructure or foundation, wherein the radius of curvature R is greater than or equal to the height H of the device; and wherein a tread plate, which is secured to the bottom surface of the superstructure, rests on the helmet piece.