Stainless steel plates - Import export

This bearing consists of: a lower part of steel in which a cylindrical case is obtained to house the rubber disc; a rubber disc housed inside the base; a steel circular middle part which is housed in a circular case obtained in the lower part. The upper surface is treated to house the recessed and hollow PTFE core; a sliding upper part, coated on the lower side with a couple of stainless steel plates.

This bearing consists of: a lower part (base) of steel in which a cylindrical case is obtained to house the rubber disc; a rubber disc housed inside the base; a steel circular middle part which is housed in a circular case obtained in the lower part. The upper surface is treated to house the recessed and hollow PTFE core, while in the middle there is a ribbing (guide) especially made to absorb perpendicular stresses and determine the sliding direction. By the side of the guide two strips are coated with CM1 type anti-friction material, suitable to produce little friction to the sliding along the groove obtained in the upper part and coated with stainless steel; a sliding upper part, coated on the lower side with a couple of stainless steel plates which also cover the sides of the middle groove required for the case of the guide.

Original RAN P expansion joint suitable to absorb displacements of the decks up to 1000 (mm) as well as relative rotations between consecutive slab heads and their relative movements both in the vertical and transverse direction consisting of: • CNR 10018/85-compliant modular reinforced rubber pads consisting of a central bridging plate and two side bellows equipped with anti-lift bar, free to move along stainless steel plates, assembled in situ; • mechanical anchoring system consisting of threaded bars or, as an alternative, multidirectional clamps and anchor rods, depending on site requirements; • stainless steel gutter; • "L"-shaped stainless steel profile for under pavement waters drainage; • epoxy mortar strips connecting the joint elements and the bituminous pavement. JOINT TYPE TOTAL MOVEMENT (mm) *X (mm) Y (mm) BRIDGE P. (mm) BELLOWS RAN P 400 400 55 760 220 DOUBLE + SINGLE RAN P 500 500 65 890 270 DOUBLE + DOUBLE RAN P 600 600 75 1040 320 DOUBLE + DOUBLE RAN P 700 700 85

Railway expansion joint rail with water-proof and dielectric characteristics suitable to absorb longitudinal movements of the decks from 100 to 450 mm and vertical deformations up to ± 50 mm. This type of joint is designed to prevent the ballast penetration in the gap or in any active part of the joint. The RFI-approved series (built according to instruction 44/e) is for displacements from I 00 to 250 mm. Consisting of: • CNR 10018/85-compliant reinforced rubber dielectric modular pads consisting of a central bridging plate and two side elements; • mechanical anchoring system consisting of threaded bars fixed with epoxy resin; • stainless steel protection and sliding plates; • hypalon gutter; • side draining slats for under-ballast infiltration waters; • epoxy mortar transition strip between the joint and the binder. To complete the Beta railway joint the sidewalk and ballast joint is available, consisting of: • reinforced dielectric rubber flange: flat for the sidewalk and shaped fo