Disclosed is a friction damper that has a unique load-displacement hysteresis characteristic such that, when the frictional coefficient between members that generate friction is smaller than the slope of an inclined surface, the friction damper is always returned to the original position thereof in a case where an external force is removed or remains at a level that does not exceed a threshold value. The V-groove friction damper includes: a V-groove member including a concave V-shaped groove; a V-shaped frictional contact member including a V-shaped frictional contact portion; a guide member configured to guide a left/right movement of the V-groove member; and an elastic compression unit installed on the guide member, and configured to elastically compress the V-shaped frictional contact member toward the V-groove member.

A seismic isolation bearing for a bridge includes rubber plates, steel plates and a laminated body; a hollow portion provided inside the laminated body in a hermetically closed manner; and a lead plug filled densely in the hollow portion. The lead plug has a pair of rectangular faces extending in a bridge axis orthogonal direction and opposed to each other in a bridge axis direction and a pair of rectangular faces extending in the bridge axis direction and opposed to each other in the bridge axis orthogonal direction.

A sliding bearing, arranged for supporting civil or structural engineering works, such as for example bridges or buildings, seismically isolated or not, where the bearing comprises A) a base (3) and an upper support (5); B) a sliding element (7, 7) interposed between the base (3) and the upper support, and against which the base (3) and the upper support rest. The sliding element (7, 7) comprises at least one layer (11, 11, 11, 11.sup.III) made of a sliding material (9) comprising in turn B.1) a content by weight equal to or greater than 50% wt of one or more fluorinated polymers; B.2 a content by weight comprised between 1-20% wt of boron nitride in hexagonal form. The mechanical properties of the sliding material (9) for use as a structural bearing or an anti-seismic isolator, are less sensitive to a temperature and environmental humidity with respect to known sliding materials.

A sliding bearing, arranged for supporting civil or structural engineering works, such as for example bridges or buildings, seismically isolated or not, where the bearing comprises A) a base (3) and an upper support (5); B) a sliding element (7, 7) interposed between the base (3) and the upper support, and against which the base (3) and the upper support rest. The sliding element (7, 7) comprises at least one layer (11, 11, 11, 11.sup.III) made of a sliding material (9) comprising in turn B.1) a content by weight equal to or greater than 50% wt of one or more fluorinated polymers; B.2 a content by weight comprised between 1-20% wt of boron nitride in hexagonal form. The mechanical properties of the sliding material (9) for use as a structural bearing or an anti-seismic isolator, are less sensitive to a temperature and environmental humidity with respect to known sliding materials.

A bridge with a support structure supporting a deck section provided with at least one energy-converting device for converting kinetic energy into electrical energy. The energy-converting device is at least partly positioned in or on a bridge bearing and/or the energy-converting device at least partly used as a bridge bearing at the same time.

A bridge with a support structure supporting a deck section provided with at least one energy-converting device for converting kinetic energy into electrical energy. The energy-converting device is at least partly positioned in or on a bridge bearing and/or the energy-converting device at least partly used as a bridge bearing at the same time.

Disclosed are a damping bearing in convertible antiseismic mode and a damping bridge apparatus. The damping bearing includes a bearing body, a damping component, a hydraulic component, and a connecting piece. The bearing body includes a first bearing, a second bearing, and a third bearing. The damping component includes an arc damping member. The arc damping member is located between the first bearing and the second bearing. One end of the arc damping member is connected to the second bearing, the other end of the arc damping member is connected to the first bearing by using the connecting piece, and after the connecting piece is cut off, the arc damping member is capable of sliding relative to the first bearing. The hydraulic component is connected to the arc damping member and the second bearing respectively.

A bridge construction having a bridge support or abutment and a bridge deck supported thereon. The bridge deck includes a composite panel with a top plastic skin, a bottom plastic skin and a core arranged between and attached to the plastic skins. The bridge deck also includes an edge beam extending along at least one edge of the composite panel and resting on the bridge support. The top plastic skin has a protruding part which protrudes laterally relative to the core and the bottom plastic skin. The protruding part of the top plastic skin extends over and is attached to a top side of the edge beam, and both the core and the lower plastic skin extend laterally up to a front side of the edge beam.

A damping bearing in convertible antiseismic mode and a damping bridge apparatus. The damping bearing includes a bearing body, a damping component, a hydraulic component, and a connecting piece. The bearing body includes a first bearing, a second bearing, and a third bearing. The damping component includes an arc damping member. The arc damping member is located between the first bearing and the second bearing. One end of the arc damping member is connected to the second bearing, the other end of the arc damping member is connected to the first bearing by using the connecting piece, and after the connecting piece is cut off, the arc damping member is capable of sliding relative to the first bearing. The hydraulic component is connected to the arc damping member and the second bearing respectively.

Disclosed are a sliding groove type friction pendulum high-pier bridge seismic mitigation and an isolation bearing. The bearing includes an upper connecting steel plate, a lower connecting steel plate, and a frictional sliding component clamped between the upper connecting steel plate and the lower connecting steel plate. The frictional sliding component includes an upper bearing plate, a lower bearing plate, and a hyperbolic spheroid. The upper bearing plate and the lower bearing plate are disposed on corresponding connecting steel plates, and are mounted and cooperate by using a plurality of parallel protrusions and grooves. The hyperbolic spheroid is disposed between the upper bearing plate and the lower bearing plate. A plurality of hysteretic damping components, bearing positioning structures, butterfly-shaped spring components, and bearing limiting structures are disposed on opposite surfaces of the upper bearing plate and the lower bearing plate in a circumferential direction.