Anchoring system - Import export

Bossong anchors are embedded into boreholes made in the masonry to be strengthened through drilling machines with diamond bits, that work only with rotation movement in order to avoid vibration and percussion effects on the masonry. Depending on the type of masonry and on the particular setting of the site drilling works can be done with water or air cooling or with techniques that help to avoid the spread of cooling liquids. The choice of the drilling technique is decisive when works are done in unique and precious settings where painting, ancient plasters and stuccoes are present and have to be saved and preserved. The borehole diameter is designed according to anchors size it is usually about three times the steel bar diameter; the length of the anchor is another parameter to be evaluated for the right choice of the borehole diameter.

The shutter mod. Marte – CLASS 4 is the reinforced version of the class 3 product. The technical solutions adopted on this particular model have allowed it to successfully pass the severe tests that the new UNI EN 2011 regulation imposes. The SHUTTER MOD. MARS – CLASS 4 is composed of: PERIMETER FRAME made of press-bent galvanized sheet metal, 20/10 thick, assembled by welding, equipped with an adjustment and anchoring system, with a 60mm cover fin and a minimum depth of 47mm. DOOR made from 50×50 finned tubular profiles of 15/10 thickness with recess for anti-noise perimeter gasket, Internally REINFORCED SLATS with added 40x8mm steel plate. 40x8mm steel PLATE welded internally overlapping the slats for further reinforcement. BUNKERLOCKS LOCK with anti-drill safety cylinder HINGE in galvanized steel diameter 22mm to screw, adjustable in height with steel ball pin; Black balloon SEAL positioned along the entire perimeter of the door, helps to minimize noise during closing.

The shutter mod. SATURNO is the classic line of armored security shutters. The SHUTTER MOD. SATURN is composed of: PERIMETER FRAME made of press-bent galvanized sheet metal, 20/10 thick, assembled by welding, equipped with an adjustment and anchoring system, with a 60mm cover fin and a minimum depth of 45mm. DOOR made from 60×40 finned tubular profiles 15/10 thick, base plinth and spacer band (only on French windows) in 20/10 thick galvanized sheet metal, 20mm diameter tear-proof bolts in galvanized steel. Horizontal oval slats in galvanized iron, thickness 12/10, blocked with a 6mm diameter passing rod anti-slip system applied inside the uprights and welded; HINGE in galvanized steel diameter 22mm to screw, adjustable in height with steel ball pin; Tilting mortise LOCK with three locking points. Rotating the handle activates the two locking tips

Underground anchoring systems manufactured by Tutor International: a complete proposal for trees suitable for both professional and hobby gardening, with the aim of improving operational methodologies and reducing the maintenance costs and environmental impact of products used in private gardens and public works.

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

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 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

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 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

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

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

Many times blind noise barriers heavily affect the environment by changing, some times for the worst, visual perception; the fitting of wide clear barriers, in addition to breaking monotony and allowing the landscape to be seen, remarkably mitigates the environmental impact of the barrier. TECNOWALL clear panels significantly improve the appearance of deteriorated landscapes, with the fitting of mass-coloured or especially made panels. Examples of anchoring systems However the material that is more frequently used is polymethyl methacrylate for its clear and quick-handling features. The TECNOWALL clear panel is fixed to the bearing structure by a suitable frame hot-galvanized steel and painted frame; the sheet is surrounded by a rubber seal that is resistant to weathering agents, shaped so as to follow thermal-expansion-induced movements of the sheets. The polymethyl methacrylate sheets used can be hot- and cold-thermoformed so as to take on the shapes as requested by Customer or su

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