FIP ARTICOLI TECNICI S.R.L.

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

50S/100 - 50S/175 - 50S/250 - 80 - 120 Giunto di dilatazione ed impermeabilità GPE adatto per assorbire scorrimenti degli impalcati fino a 330 mm (± 165) costituito da: moduli in gomma armata a norme CNR 10018/85 realizzati mediante una piastra ponte centrale e elementi portanti laterali liberi di muoversi (su lamiere in acciaio inox a partire dallo scorrimento 160 mm) e separati dalla piastra ponte da varchi ad andamento sinusoidale (lineare per lo scorrimento 330 mm); sistema di ancoraggio meccanico realizzato mediante barre filettate o, in alternativa. zanche muitidirezionali e tirafondi, a seconda delle esigenze di cantiere; scossalina di raccolta acque in hypalon; profilo a "L" in acciaio inox per drenaggio acque di sottop avimentazione; massetti di malta epossidica di raccordo fra gli elementi di giunto e la pavimentazione bituminosa. TIPO DI GIUNTO MOV. TOTALE (mm) ALTEZZA H (mm) LARGHEZZA X (mm) VARCO Y (mm) ANCORAGGI Z (mm) GPE 50S/100 50 57 314 max. 95 min. 70 GPE 50S

length of modular element = 1000 mm POS. DESCRIPTION MATERIAL A Transition strip EPOBLOCK ME 3C B M20 Anchoring system C Gutter Hypalon D "L"-shaped drainage profile X5 CrNi 1810-UNI 8317 E Sleeding sheet X5 CrNi 1810-UNI 8317 F Sealant EPOBLOCK ME Granulate

llength of modular element = 1000 mm POS. DESCRIPTION MATERIAL A Transition strip EPOBLOCK ME 3C B M20 Anchoring system C Gutter Hypalon D "L"-shaped drainage profile " X5 CrNi 1810-UNI 8317 E Sleeding sheet X5 CrNi 1810-UNI 8317 F Sealant EPOBLOCK ME Granulate

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

Giunto di dilatazione e impermeabilità longitudinale: Alfa 25 Assorbe scorrimenti longitudinali di 50 (±25) mm e deformazione verticale di 40 (±20) mm, costituito da: moduli in gomma armata realizzati mediante una piastra ponte centrale e due elementi portanti laterali. Alfa 50 Assorbe scorrimenti longitudinali di qualsiasi entità e deformazione verticale di 50 (±25) mm, costituito da: moduli in gomma armata realizzati mediante una piastra ponte che poggia su un elemento in gomma armata la cui superficie di contatto e scorrimento è rivestita con lamiera in acciaio inox, impedita al sollevamento essendo stampata con inclinazione di 150 verso il basso. Entrambi sono costituiti inoltre da: sistema di ancoraggio meccanico realizzato mediante barre filettate e resina epossidica; scossalina di raccolta acque in acciaio inox a due elementi separati. POS. DESCRIZIONE MATERIALE A Sigillatura EPOBLOCK ME Granulo B Massetto laterale EPOBLOCK 3C C Allettamento EPOBLOCK 3C / Beton FIP D A

Expansion joint specifically designed for highway use within structures creating longitudinal movements of ± 15 (mm), vertical movements up to 10mm. It consists of an extruded rubber bellows, vulcanized to two 80x80x9 mm T-profiles and anchored to the slab by clamps of suitable diameter, placed at a centre distance of 240 mm. The extruded rubber, together with the steel profiles it is vulcanized to, makes up a water-tight system and seamlessly covers the entire width of the road bed. Water-tight capacity around the areas close to the joint is ensured by appropriate water-proof materials. POS. DESCRIPTION MATERIAL A 65x80x9 finger "T" profile S235JR EN 10025 B Vulcanized rubber profile CR 65 sh/a cnr 10018 C A.M. clamp Ø 16x150÷200 FeB 44K D Construction joint Fibre-reinforced cement mortar E Gutter Hypalon F "L" shaped drainage profile X5 CrNi 1810-UNI 8317 G Epoxy-resin mortar H Road surface

GP-type steel finger joints suitable to absorb deck displacements of up to 250 mm (+ I 25) consisting of: • anchoring/support system made of patented anchor rods of suitable section and length; • suitably dimensioned and shaped stainless steel gutter. • active upper part consisting of an overhung metal finger system obtained by the processing of COR-TEN steel plates equipped with bolts, nuts, washers etc.; • under-pavement waters drainage consisting of stainless steel "L"-shaped profile. JOINT TYPE TOTAL MOV. (mm) HEIGHT H (mm) WIDTH*X (mm) GAP *Y (mm) ANCHORS Z (mm) ANCHORS T (mm) ANCHORS ø (mm) GP 50 50 30 400 60 80 45 M16 GP 100 100 30 470 80 105 45 M16 GP 150 150 35 545 105 130 45 M20 GP 200 200 40 620 130 155 45 M24 GP 250 250 45 820 155 180 45 M24 Length of finger element = 480 mm * average gap POS. DESCRIPTION MATERIAL A Finger element S355J2WP EN 10025 B Sealant EPOBLOCK ME Legante C Transition strip EPOBLOCK ME 3C D Bedding EPOBLOCK ME 3C / Beton FIP E Anch

FE C series finger joint suitable to absorb decks displacements from 300 mm (± 150) to 600 mm (± 300) consisting of: • overhung finger elements of CORTEN steel; • mechanical anchoring system consisting of multidirectional clamps and anchor rods; • 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 MOV. (mm) HEIGHT H (mm) WIDTH*X (mm) GAP *Y (mm) ANCHORS Z (mm) ANCHORS T (mm) FE C 300 300 55 760 220 100 115 FE C 400 400 65 890 270 105 150 FE C 500 500 75 1040 320 110 195 FE C 600 600 85 1210 370 130 235 FE C 700 700 115 1310 420 145 250 FE C 800 800 120 1470 470 150 300 Length of finger element = 480 mm * average gap POS. DESCRIPTION MATERIAL A Finger element S355J2WP EN 10025 B Sealant EPOBLOCK ME Legante C Transition strip EPOBLOCK ME 3C D Bedding EPOBLOCK ME 3C / Beton FIP E M16 anchoring system F M24 anchoring system G Gu

This type of joint was specifically designed for highway use within structures creating horizontal movements up to 15 mm and vertical movements up to 5 mm. Due to its characteristics, it can be fitted on any type of structure, whether it is made of reinforced concrete, prestressed concrete or steel. It consists of: • a Hypalon gutter, ending at its extremes with a mesh securing it to the slab; • a neoprene ribbed bulb, of suitable section, resting onto its upper wings on the edges of the slab heads, recessed within the gap. The Hypalon gutter ensures watertightness of the deck and drainage of waters outside of the road bed. It is a seamless type of gutter and it covers the entire road bed with the right slope and it is fixed to the slab by means of a mesh with epoxy adhesive and primer.

 The function of the neoprene bulb is to support the overhanging pavement. JOINT TYPE HEIGHT H (mm) WIDTH *X (mm) GAP *Y (mm) Bulbo piccolo 43 45 Max 20 Bulbo medio 77 80 Max 40 Bulbo grande 90