Aseismic bearing for bridge structures

Claim 2

An aseismic bridge bearing comprising: a first plate, a second plate, a resilient member sandwiched between the first and second plates to permit vertical and horizontal movement between the first and second plates, and a locating pin between the resilient member and one of the first and second plates; an aseismic couple plate secured by first anchor pins to one of a bridge pier and a bridge deck, the first plate being secured to the other of the bridge pier and bridge deck and the second plate being adjacent and parallel to the couple plate; and a fuse pin between the second plate and the couple plate such that during normal operating conditions movement between the bridge deck and bridge pier will be accommodated by the resilient member; however, during seismic activity excessive horizontal displacement will cause rupturing of the fuse pin and permit sliding to occur between the second plate and the couple plate.

Claim 3

The bearing of claim 1, wherein the first plate is the top plate and the second plate is the bottom plate.

Claim 4

The bearing of claim 1, including a stainless steel laminate upon the face of the couple plate which is adjacent to the second plate.

Claim 5

The bearing of claim 1, wherein the first plate is secured by second anchor pins.

Claim 6

The bearing of claim 1, including a displacement control device between the second plate and the couple plate for limiting the magnitude of movement between the second plate and the couple plate.

Claim 7

The bearing of claim 5, including anchor plates secured to the second plate and the couple plate between which the displacement control device is located.

Claim 8

The bearing of claim 5, including an articulated hinge between the displacement control device and the second plate and the displacement control device and the couple plate.

Claim 9

An aseismic bridge bearing comprising: a first plate, a second plate, and a resilient member sandwiched between the first and second plates; an aseismic couple plate secured by first anchor pins to one of a bridge pier and a bridge deck, the first plate being secured to the other of the bridge pier and bridge deck; the second plate being adjacent and parallel to the couple plate; a displacement control device between the second plate and the couple plate for limiting the magnitude of movement between the second plate and the couple plate, wherein the displacement control device consists of a first member and a second member each secured to a respective anchor plate, the first member including a shaft and a plate at each end of the shaft, a row of viscoelastic discs slideably mounted upon the shaft and the second member including an annular disc which is slideable along the shaft relative to the first member with movement in one direction relative to the first rember causing compression of at least some of the viscoelastic discs; and a fuse pin between the second plate and the couple plate, such that during normal operating conditions, movement between the bridge deck and the bridge pier will be accommodated by the resilient member, but during seismic activity excessive horizontal displacement will cause rupturing of the fuse pin and permit sliding to occur between the second plate and the couple plate.

Claim 10

An aseismic bridge bearing comprising: a first plate, a second plate, and a resilient member sandwiched between the first and second plates; an aseismic couple plate secured by first anchor pins to one of a bridge pier and a bridge deck, the first plate being secured to the other of the bridge pier and bridge deck; the second plate being adjacent and parallel to the couple plate; a displacement control device between the second plate and the couple plate for limiting the magnitude of movement between the second plate and the couple plate, wherein the displacement control device consists of a first member and a second member each secured to a respective anchor plate, the first member including a shaft and a plate at each end of the shaft, a row of viscoelastic discs slideably mounted upon the shaft and the second member including an annular disc which is slideable along the shaft relative to the first member with movement in one direction relative to the first rember causing compression of at least some of the viscoelastic discs; and a fuse pin between the second plate and the couple plate, such that during normal operating conditions, movement between the bridge deck and the bridge pier will be accommodated by the resilient member, but during seismic activity excessive horizontal displacement will cause rupturing of the fuse pin and permit sliding to occur between the second plate and the couple plate.

Claim 11

The bearing of claim 8, wherein the annular disc is situated at the central region of the row of viscoelastic discs.

Claim 12

The bearing of claim 9, wherein the second member includes a cylinder extending from each side of the annular disc and the plate at each end of the shaft is sized to be able to slide within the cylinder in the manner of a piston.

Claim 13

The bearing of claim 10, wherein each piston has an inwardly extending cylindrical extension and a second piston at the inner end of each extension, each second piston forming a reciprocating seal with the cylinder to prevent egress of dirt and moisture into the regions of the cylinder wherein the viscoelastic discs are contained.