Results for
MODULE-T
Turkey
Steel hangars, warehouses, and industrial structures are analyzed, designed, and assembled in accordance with the needs of the client. installation of gutters, a steel sheet or sandwich panel cladding, and other metallic components.
Request for a quoteDAXI SA
Belgium
The elastic track application "Railflex" for crossing levels is characterized by a complete rail insulation carried out thaks to an application on continuous elastic boot and an elastomer rail clamps fixing. Therefore, the direct contact between the rail and its steel support is avoided. Main assets of elastic material: -Very high ability to support loads -Very high ability to put power into store and to clear it -Excellent tiredness endurance within the framework of repeated use -High strength to impacts, even under negative temperatures -Good strength to chemical agents and humidity -Very high strength to cuts and abrasion -Excellent maintenance of the specifications during time (not much ageing) The Railflex system is acting bith dynamically and kinematically. 1. DYNAMIC : The vibrations due to the wheel rolling on the rail are filtered by the elastomer supports and their transmission to foundations is reduced thanks to the absorbing effect of the insulating material. The foundation is less in demand, its deterioration is slowed or stopped. Moreover, as the rail is supported elastically, the dynamic impact ratio (wheel on rail) is lowered, the wheel is less "agressive" towards rail which lead to a reduction of the wheels and rails wear. 2. KINEMATIC : When a rail fixed accordingly the Railflex system is subjected to a transverse use at rail top level, the rail moves a little bit aside while it bows down lightly. This rails over-gap changes the kinematic conditions of the naturally curved axle's position effect and a more energetic return to the middle of the track in straight line. These effects are also very favorable to the reduction of wheels and rail wear. Adjustment of the « RAILFLEX » system to road crossing. Description : - The system described hereafter offers the following assets : quickness of implementation thanks to a maximum prefabrication ; quick implementation of railroad and road traffic ; easiness of rail substitution without road destruction ; no maintenance. - The rails are put down on 2 steel gutters. - The 2 steel gutters are linked together through streamlines. - The "gutters/streamlines" set makes up a stiff frame of which the length is variable according to the needs. - A wire grill is welded between the 2 gutters inner faces as well as the outside in order to set up a framework for the material which will be implemented for the finishing works of the level crossing (concrete, sand,...). - The metallic frames are protected against rust. - The frames are put in the gutters on a reinforced elastic boot and are fixed with elastomer rail clamps. Conceivable options : - According to the customers requests, an electric insulation of the 2 tracks can be considered. - The system can be planned for straight sections as well as curves. In this case, a guard rail can be intended for the faint radius curves. The guard rail is also completely separated from the metallic frame, so from the foundation through supports and elastomer washers. - The system can be implemented for different types of rails. - The gap between the rail and the gutters inner faces is filled as following : in the gutter's bottom, a small grading gravel is poured on a 80 cm height. The higher volume is filled with a suitable industrial foam. If necessary, a water harvest device at the level crossings both ends can be suggested. The both ends can be adapted to the layout of the premises. At the level crossings both ends, a protection device against the coupler is planned. Application : - The frames are put down on the bottom of tracks form. - The frames are leveled and brung into line with the track. - The set is concreted (quick setting concrete)
Request for a quoteFIP ARTICOLI TECNICI S.R.L.
Italy
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
Request for a quoteFIP ARTICOLI TECNICI S.R.L.
Italy
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
Request for a quoteFIP ARTICOLI TECNICI S.R.L.
Italy
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
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