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Produto: Tachões de Sinalização Asfáltica
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O Ponto Focal da Alemanha respondeu o seguinte sobre exportação de tachões de sinalização asfáltica:
DIN EN 13146-1; 2003-02-00; ST*N; Railway applications - Track; Test methods for fastening systems - Part 1: Determination of longitudinal rail restraint; German version EN 13146-1:2002; The document specifies a laboratory test procedure to determine the maximum axial load that can be applied to a rail, secured to a sleeper, bearer or element of slab track by a rail fastening assembly, without non-elastic displacement of the rail occurring. This test procedure applies to a complete fastening assembly.;
DIN EN 13146-2; 2003-02-00; Dokumentart; ST*N; Railway applications - Track; Test methods for fastening systems - Part 2: Determination of torsional resistance; German version EN 13146-2:2002; The document specifies a laboratory test procedure to determine the moment necessary to rotate a rail, secured to a sleeper by a rail fastening assembly, through 1° in a plane parallel to the base of the sleeper. The value obtained can be used in track stability calculations. This test procedure applies to a complete fastening assembly.;
DIN EN 13146-3; 2003-02-00; ST*N; Railway applications - Track; Test methods for fastening systems - Part 3: Determination of attenuation of impact loads; German version EN 13146-3:2002; The document specifies laboratory test procedures for applying an impact to a rail fastened to a concrete sleeper or bearer which simulates the impact loading caused by traffic on railway track and measuring the strain induced in the sleeper. They are used for comparing the attenuation of impact loads on concrete sleepers or bearers by different rail pads. A reference procedure and alternative procedure are included. These test procedures apply to a complete fastening assembly.;
DIN EN 13146-4; 2003-02-00; ST*N; Railway applications - Track; Test methods for fastening systems - Part 4: Effect of repeated loading; German version EN 13146-4:2002; The document specifies a laboratory test procedure for applying repeated displacement cycles representative of the displacements caused by traffic on railway track. It is used for assessing the long term performance of direct fastening systems. This test procedure applies to a complete fastening assembly.;
DIN EN 13146-5; 2003-02-00; Dokumentart; ST*N; Railway applications - Track; Test methods for fastening systems - Part 5: Determination of electrical resistance; German version EN 13146-5:2002; The document specifies a laboratory test procedure for determining the electrical resistance, in wet conditions, between the running rails provided by a fastening system fitted to a steel or concrete sleeper, bearer or element of slab track. This test procedure applies to a complete fastening assembly.;
DIN EN 13146-6; 2002-09-00; ST*N; Railway applications - Track; Test methods for fastening systems - Part 6: Effect of severe environmental conditions; German version EN 13146-6:2002; The document specifies a laboratory test procedure for finding the effect of exposure to severe environmental conditions on the fastening system. Performance requirements based on this test method are included in EN 13481.;
DIN EN 13146-7; 2003-01-00; ST*N; Railway applications - Track - Test methods for fastening systems - Part 7: Determination of clamping force; German version EN 13146-7:2002; This Part of this European Standard specifies laboratory test procedures for measuring the clamping force exerted by the fastening system on the foot of a rail. It is applicable to systems with and without baseplates on all types of sleepers, bearers and elements of slab track. These test procedures apply to a complete fastening assembly. A reference procedure and an alternative procedure are included.;
DIN EN 13146-8; 2002-11-00; ST*N; Railway applications; Track - Test methods for fastening systems - Part 8: In service testing; German version EN 13146-8:2002; The document describes a procedure for the comparative testing of fastening systems in track. The test procedure is applicable to fastening systems which in all other respects comply with EN 13481. Performance requirements based on this test procedure are included in EN 13481. It is only to be used for comparative testing of such fastening systems installed at the same time on the type of sleeper (concrete, wood or steel) for which they are intended.;
DIN EN 13481-1; 2003-06-00; ST*N; Railway applications - Track; Performance requirements for fastening systems - Part 1: Definitions; German version EN 13481-1:2002; This standard lists the definitions of terms used in standard series EN 13146 and EN 13481.;
DIN EN 13481-2; 2003-06-00; ST*N; Railway applications - Track; Performance requirements for fastening systems - Part 2: Fastening systems for concrete sleepers; EN 13481-2:2002; This document is applicable to fastening systems for use on concrete sleepers in ballasted track as follows: - main lines having a radius of curvature greater than 150 m and subject to a maximum design axle load of 260 kN; - light rail systems having a radius of curvature greater than 80 m and subject to a maximum design axle load of 130 kN. The requirements apply to: - direct fastening systems and systems which incorporate a baseplate; - fastening systems for the rail sections in prEN 13674-1 and prEN 13674-4. This document is not applicable to fastening systems for other rail sections, rigid fastening systems or special fastening systems used at bolted joints. This document is for type approval of a complete fastening assembly only.;
DIN EN 13481-3; 2003-06-00; ST*N; Railway applications - Track; Performance requirements for fastening systems - Part 3: Fastening systems for wood sleepers; German version EN 13481-3:2002; This document is applicable to fastening systems for use on wood sleepers in ballasted track as follows: - main lines having a radius of curvature greater than 150 m and subject to a maximum design axle load of 260 kN; - light rail systems having a radius of curvature greater than 80 m and subject to a maximum design axle load of 130 kN. The requirements apply to: - direct fastening systems and systems which incorporate a baseplate; - fastening systems for the rail sections in prEN 13674-1 and prEN 13674-4. This document is not applicable to fastening systems for other rail sections, rigid fastening systems or special fastening systems used at bolted joints. This document is for type approval of a complete fastening assembly only.;
DIN EN 13481-4; 2003-06-00; ST*N; Railway applications - Track; Performance requirements for fastening systems - Part 4: Fastening systems for steel sleepers; German version EN 13481-4:2002; This document is applicable to fastening systems for use on steel sleepers in ballasted track as follows: - main lines having a radius of curvature greater than 150 m and subject to a maximum design axle load of 260 kN; - light rail systems having a radius of curvature greater than 80 m and subject to a maximum design axle load of 130 kN. The requirements apply to: - direct fastening systems and systems which incorporate a baseplate; - fastening systems for the rail sections in prEN 13674-1 and prEN 13674-4. This document is not applicable to fastening systems for other rail sections, rigid fastening systems or special fastening systems used at bolted joints. This document is for type approval of a complete fastening assembly only.;
DIN EN 13481-5; 2003-06-00; ST*N; Railway applications - Track; Performance requirements for fastening systems - Part 5: Fastening systems for slab track; German version EN 13481-5:2002; This document is applicable to fastening systems for use in attaching rails to the uppermost surface of concrete or asphalt slabs in non-ballasted track as follows: - main lines having radius of curvature greater than 150 m and subject to a maximum design axle load of 260 kN; - light rail systems having a radius of curvature greater than 40 m and subject to a maximum design axle load of 130 kN. This includes fastening systems for floating slabs but does not include fastening systems for embedded rails. The requirements apply to the following: a) direct fastening systems; b) indirect fastening systems; c) fastening systems for the rail sections in prEN 13674-1 and prEN 13674-4; d) fastening systems which incorporate concrete elements which each have not more than one supporting element per rail. This document is not applicable to special fastening systems used at bolted joints. This document is for type approval of a complete fastening assembly only.;
DIN V ENV 13481-6; 2002-10-00; ST*VN; Railway applications - Track; Performance requirements for fastening systems - Part 6: Special fastening systems for attenuation of vibration; German version ENV 13481-6:2002; The document is applicable to fastening systems for use in attaching rails to sleepers or longitudinal bearers or to the uppermost surface of concrete or asphalt slabs in non-ballasted track construction having a minimum curve radius greater than 40 m and subject to a maximum design axle load of 260 kN. The requirements apply to direct fastening systems and systems which incorporate a baseplate.;
DIN EN 13481-7; 2003-09-00; ST*N; Railways applications - Track; Performance requirements for fastening systems - Part 7: Special fastening systems for switches and crossings and check rails; German version EN 13481-7:2003; This standard specifies the characteristics of special fastening systems for switches and crossings, and check rails connected to the running rail (not fixed direct to the bearers) on wood, concrete and steel bearers in ballasted track and on slab track (switches and crossings having a radius of curvature in divergent track greater than 80 m and subject to a maximum design axle load of 260 kN). This standard is applicable to fastening systems which incorporate a resilient component. This standard is not applicable to rigid fastening systems.;
DIN EN 13481-8; 2003-06-00; DC*N-E; Railway applications - Track; Performance requirements for fastening systems - Part 8: Fastening systems for track with heavy axle load; German version prEN 13481-8:2003; This European Standard is applicable to fastening systems for use on concrete, wood and steel sleepers in main line ballasted track having a radius of curvature greater than 80 m and subject to a maximum design axle load of 350 kN. The requirements apply to direct fastening systems and systems which incorporate a baseplate and to fastening systems for the rail sections in prEN 13674-1 and prEN 13674-4. This standard is not applicable to fastening systems for other rail sections, rigid fastening systems or special fastening systems used at bolted joints.
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