Street - Import export

Tree grate made in galvanized and powder coated steel. Available in various sizes and designs, the possibility of having combined vertical protection. http://ecommerce.flysrl.com/categoria/arredo-urbano/griglia-salvapiante/

Table + benches for outdoor. Structure made in galvanized and powder coated steel, plan of the table and seats made with wooden slats treated for external use. http://ecommerce.flysrl.com/categoria/arredo-urbano/set-pic-nic/

Litter bin for outdoor, structure made in galvanized and powder coated steel, covered with wooden slats treated for external use, complete of inner container. http://ecommerce.flysrl.com/categoria/arredo-urbano/cestini/

Bike rack for outdoor. Structure made in stainless steel (like the picture) or in galvanized and powder coated steel. 5 - 7 - 9 places. http://ecommerce.flysrl.com/categoria/arredo-urbano/portabici/

Litter bin for outdoor. Structure made in galvanized and powder coated steel. Complete of inner container. http://ecommerce.flysrl.com/categoria/arredo-urbano/cestini/

Planter made in galvanized and powder coated steel. Available in various sizes and designs. http://ecommerce.flysrl.com/categoria/arredo-urbano/fioriere/

Bench with backrest, structure in galvanized and powder coated steel, seat and back in pine wood, litter bin with ashtray and inner bin, structure in galvanized and powder coated steel, base in stainless steel

Bike rack made in galvanized and powder coated steel. http://ecommerce.flysrl.com/categoria/arredo-urbano/portabici/

Bench for outdoor. Structure made in galvanized and powder coated steel, seat made with wooden slats treated for the external use. http://ecommerce.flysrl.com/categoria/arredo-urbano/panchine/

Designed for the transportation and placement of concrete road barriers with an automatic load and release mechanism for quick and easy material movement. Capacity 5000 Kg Adjustment 50-800 mm Wide opening width allows usage with large kerbs and barriers. Easily adjusted by means of a locating pin and steel jaws on demand for slippery barriers

Industrial sweeper for forklift, weight 350 kg, working width 150 cm, complete with 3-point hitches and hydraulic hoses, with reinforced steel mixed brushes, 100 lt water tank. with 12 Volt pump, bucket opening with 12 Volt solenoid valve and hydraulic cylinder, CE certificate, use and maintenance manual, ready for assembly.

Sweeping bucket for tractor with 150 cm working height + 30 cm (side brush) complete with side brush kit with independent motor and water kit with 12 Volt pump, hydraulic bucket opening + nozzle bar with nebulization. CE Certificate, Use and maintenance manual, 24 Month GOLD WARRANTY.

Cold planer for excavator arm from 10 to 15 tons, weight about 600 kg, milling width 45 cm x 18 prof. max. complete with bracket and hydraulic connection pipes. Use and maintenance manual, CE certificate, 12 months warranty.

Cold planer model FS 100.15, weight 1400kg, used only once ex fair, milling width 100 cm, maximum depth 15 cm, inclination of the hydraulic head + -10 °, independent hydraulic depth and head adjustment. Use and maintenance manual, CE certificate, 12 months warranty.

These joints are obtained by opposing two finger-shaped metal elements: each is fixed to its head, thus ensuring, thanks to a suitable interpenetration, continuity of the carriageway in case of expansion/shrinkage. Their static layout can act as a beam on two bearings when the finger rests on both heads or as a shelf when it overhangs a head. A specific device is needed, usually a gutter, to ensure the gap watertightness. Special attention should be paid to the alignment during the installation phase and to the head anchoring, especially in the case of shelf layout. Except for special arrangements, this type of joint permits limited transverse displacements. TIPOLOGIE: SFE 90/65 GP FE C

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

Joint 90/65 AS (levelled wings) was 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 65x80x9 mm T-profiles and anchored to the slab by clamps of suitable diameter, placed at 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 80x80x9 "T" profile S235JR EN 10025 B Vulcanized rubber profile CR 65 Sh/A CNR 10018 C A.M. clampØ16X15 ÷200 FeB 44K D Pavement

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

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

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

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

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

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

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

Expansion joint made of: CNR 10018/85-compliant modular reinforced rubber pads consisting of two plates vulcanized to a rubber gap cover of seal and disposal of surface waters; mechanical anchoring system made of steel rawl bolts or multidirectional clamps and anchor rods or threaded bars, 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. POS. DESCRIPTION MATERIAL A Sealant EPOBLOCK ME Binder B Transition strip EPOBLOCK ME 3c C Mortar bedding FIBER-REINFORCED CEMENT MORTAR D M12 Anchoring system E Gutter Hypalon F "L"-shaped drainage profile X5 CrNi 1810-UNI 8317

TYPES: MS P.P. SFE 90/65 AS

These joints are normally made up of an elastomeric structure in which, by a curing process or other technological process, metal profiles are inserted to change, at set points, the stiffness or bearing capacity of the elastomeric structure. There are two main sub-groups depending on the mechanism which is used to obtain the expansion/shrinkage capacity of the joint, namely: by elastic deformation, with shear stress, of appropriately prepared suitable elastomeric areas; by elastic deformation of the elastomeric profiles the designed geometry of which is changed by normally flexural stresses. A characteristic of this type of joints is the presence, at the level of the congested surface, of a series of transverse gaps required for the development of the necessary elastic deformations. TYPES: RAN 50 S GPE 50/100/150 GPE 200/250 GPE 300 GPE 400 RAN P ALFA 25