Bridge plates - Import export

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

This expansion joint is suitable to absorb longitudinal and transverse displacements of the decks with span up to 25 metres and covering gaps of up to 50 mm. It consists of: • anchoring system consisting of steel anchor clamps (anchor rods) of suitable dimensions and section; • CNR 10018/85-compliant reinforced rubber elements, to be fixed to the slabs, consisting of central bridging plate and two steel bearing elements, subject to prior laying of epoxy resin bedding; • hypalon gutter, fixed to the two slab heads by epoxy plaster. POS. DESCRIPTION MATERIAL A Gap-covering plate Dielectric vulcanized rubber B M12 anchoring system C Gutter Hypalon D Pouring of modified bitumen E Epoxy plaster S Fip 180 F Restoring of base plane Fibre-reinforced cement mortar G Binder H Road surface

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

Expansion joint made of: • CNR 10018/85-compliant modular reinforced rubber pads consisting of a central bridging plate and side bearing elements vulcanized to steel plates; • mechanical anchoring system consisting of threaded bars or, as an alternative, multidirectional clamps and anchor rods, depending on site requirements; • hypalon 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) HEIGHT H(mm) WIDTH X(mm) GAP Y(mm) ANCHORS Z(mm) GPE 50 50 42 250 *35 75 GPE 100 100 56 366 *60 115 GPE 150 150 83 555 *85 190 length of modular element = 2000 mm
 * average gap POS. DESCRIPTION MATERIAL A Sealant EPOBLOCK ME Granulate B Transition strip EPOBLOCK ME 3C C M16 Anchoring system D Gutter Hypalon E "L"-shaped drainage profile " X5 CrNi 1810-UNI 8317