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Tagasi peagrupi juurde

Uued standardid

EVS-EN 1317-5:2007+A2:2012
Hind 16,10 EUR
Teepiirdesüsteemid. Osa 5: Sõidukipiirdesüsteemide toodetele esitatavad nõuded ja vastavushindamine KONSOLIDEERITUD TEKST
Käesolev Euroopa standard sätestab nõuded järgmiste sõidukipiirdesüsteemide vastavuse hindamiseks: a) põrkepiirded; b) põrkeleevendid; c) terminalid (jõustub pärast ENV 1317-4 vastuvõtmist EN standardina); d) üleminekud (jõustub pärast ENV 1317-4 vastuvõtmist EN standardina); e) sõiduki-/jalakäijapiirded (üksnes sõidukipiirdesüsteemide funktsioone täitvad). Käesolev dokument ei käsitle nõudeid jalakäijate rinnatistele. Käesolev dokument sisaldab nõudeid ilmastikukindluse hindamiseks. Käesolev dokument ei sisalda muid vastupidavusnõudeid (nt merekeskkonnas, liivast põhjustatud hõõrdumine). Ajutised piirded ei kuulu käesoleva dokumendi käsitlusalasse.
This European Standard specifies requirements for evaluation of conformity of the following vehicle restraint systems: a) safety barriers; b) crash cushions; c) terminals (will be effective when ENV 1317-4 becomes an EN); d) transitions (will be effective when ENV 1317-4 becomes an EN); e) vehicle / pedestrian parapets (only for the vehicle restraint function). Pedestrian parapet requirements are not covered in this document. Requirements for the evaluation of durability with respect to weathering are included in this document. Requirements for other forms of durability (e.g. marine environment, sand abrasion) are not included. Temporary barriers are not within the scope of this document.

EVS-EN 13146-1:2012
Hind 7,38 EUR
Railway applications - Track - Test methods for fastening systems - Part 1: Determination of longitudinal rail restraint
This European Standard specifies a laboratory test procedure to determine: a) the maximum longitudinal force 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, or b) the longitudinal stiffness at a specified longitudinal displacement of a specimen of embedded rail with an adhesive fastening system.

EVS-EN 13146-2:2012
Hind 6,47 EUR
Railway applications - Track - Test methods for fastening systems - Part 2: Determination of torsional resistance
This European Standard 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 rail. The value obtained can be used in track stability calculations. The test is not applicable to embedded rails. This test procedure applies to a complete fastening assembly.

EVS-EN 13146-5:2012
Hind 7,38 EUR
Railway applications - Track - Test methods for fastening systems - Part 5: Determination of electrical resistance
This European Standard 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. It is also applicable to embedded rail. This test procedure applies to a complete fastening assembly. It is relevant to signalling currents, not to traction currents. A reference procedure and an alternative procedure are included.

EVS-EN 13146-6:2012
Hind 5,62 EUR
Railway applications - Track - Test methods for fastening systems - Part 6: Effect of severe environmental conditions
This European Standard specifies a laboratory test procedure for finding the effect of exposure to severe environmental conditions on the fastening system. This test procedure applies to a complete fastening assembly including embedded rail with mechanical fastenings. It is not applicable to embedded rail systems relying on adhesive components to secure the rail.

EVS-EN 13146-7:2012
Hind 6,47 EUR
Railway applications - Track - Test methods for fastening systems - Part 7: Determination of clamping force
This European Standard specifies a laboratory test procedure for determining the clamping force exerted by the fastening system on the foot of a rail by measuring the force to separate the rail foot from its immediate support. It is applicable to systems with and without baseplates on all types of sleepers, bearers and elements of slab track. The test does not determine the security of fastening components fixed into the sleeper or other fastening system support. This test procedure applies to a complete fastening assembly. It is not applicable to fastening systems for embedded rail.

EVS-EN 13146-8:2012
Hind 6,47 EUR
Raudteealased rakendused. Rööpad. Katsemeetodid kinnitussüsteemidele. Osa 8: Ekspluatatsioonikatsed
This European Standard specifies a procedure for the comparative testing of fastening systems in track. The test procedure is applicable to fastening systems which in all other respects conform to EN 13481-2:2012, EN 13481-3:2012, EN 13481-4:2012, EN 13481-5:2012 and EN 13481-7:2012. This test applies to complete fastening assemblies. It is only used for comparative testing of such fastening systems installed at the same time on the type of support for which they are intended.

EVS-EN 13146-4:2012
Hind 9,49 EUR
Railway applications - Track - Test methods for fastening systems - Part 4: Effect of repeated loading
This European Standard 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. The procedure is applicable to surface mounted rail on sleepers, bearers and slab track, and embedded rail. This test procedure applies to a complete fastening assembly.

EVS-EN 13146-3:2012
Hind 9,49 EUR
Railway applications - Track - Test methods for fastening systems - Part 3: Determination of attenuation of impact loads
This European Standard 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 tracks 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. This test is only applicable to ballasted track. These test procedures apply to a complete fastening assembly.

CEN/TS 13598-3:2012
Hind 12,51 EUR
Plastics piping systems for non-pressure underground drainage and sewerage - Unplasticized poly(vinyl chloride)(PVC-U), polypropylene (PP) and polyethylene (PE) - Part 3: Guidance for assessment of conformity
This Technical Specification gives guidance for the assessment of conformity of compounds/formulations, products and assemblies in accordance with Parts 1 and 2 of EN 13598 intended to be included in the manufacturer’s quality plan as part of the quality management system and for the establishment of third-party certification procedures. NOTE In order to help the reader, a basic test matrix is given in Annexes A and B. In conjunction with EN 13598- 1 and -2, this Technical Specification is applicable to ancillary underground drainage fittings including manholes and inspection chambers: - for non-pressure underground drainage and sewerage outside the building structure (application area code "U"), reflected in the marking of products by "U", and - for non-pressure underground drainage and sewerage for both buried in ground within the building structure (application area code "D") and outside the building structure (application area code "U"), reflected in the marking of products by "UD".

CEN/TS 1317-8:2012
Hind 16,10 EUR
Road restraint systems - Part 8: Motorcycle road restraint systems which reduce the impact severity of motorcyclist collisions with safety barriers
This Technical Specification specifies requirements for the impact performance of systems designed for the reduction of impact severity for PTW riders impacting safety barriers whilst sliding along the ground, having fallen from their PTW vehicle. The protection systems concerned are those fitted to barriers or barriers that have an inherent PTW rider protection or risk reduction capability. This Technical Specification excludes the assessment of the vehicle restraint capabilities of barriers and the risk that they represent to the occupants of impacting cars. The assessment of performance of impacting vehicles is covered by EN 1317-1 and EN 1317-2. This Technical Specification defines performance classes taking into account rider speed classes, impact severity and the working width of the system with respect to rider impacts. For systems designed to be added to a standard barrier, the test results are valid only when the system is fitted to the model of barrier used in the tests since the performance will not necessarily be the same if the system is fitted to a different barrier.

CEN/TR 1317-6:2012
Hind 17,08 EUR
Road restraint systems - Part 6: Pedestrian restraint system - Pedestrian parapets
This Technical Report specifies geometrical and technical requirements for the design and manufacture for pedestrian parapets on road bridges, on footbridges, on top of retaining walls and on similar elevated structures. This Technical Report also specifies test methods and provision for the labelling and marking of these products. This Technical Report does not cover: - vehicle restraint systems; - pedestrian restraint systems in residential, commercial or industrial buildings and within their perimeter; - non-rigid rails i.e. rope, cables. This Technical Report may be used for pedestrian parapets on structures which cross over railways, rivers and canals.

CEN/TS 16165:2012
Hind 18,00 EUR
Determination of slip resistance of pedestrian surfaces - Methods of evaluation
This Technical Specification specifies test methods for the determination of the slip resistance of surfaces in the most commonly encountered situations in which pedestrians walk. This Technical Specification does not cover sports surfaces and road surfaces for vehicles (skid resistance).

EVS-EN 12697-21:2012
Hind 8,01 EUR
Bituminous mixtures - Test methods for hot mix asphalt - Part 21: Indentation using plate specimens
This European Standard specifies a test method for measuring the indentation of mastic asphalt when it is penetrated at a given temperature, load and for a fixed time period by a standardised cylindrical indentor pin with a circular flat-ended base. This European Standard applies to mastic asphalt with aggregates of maximum nominal size less or equal to 16 mm.

EVS-EN 12697-30:2012
Hind 12,51 EUR
Asfaltsegud. Kuuma asfaltsegu katsemeetodid. Osa 30: Proovikehade valmistamine lööktihendamisega
This European Standard specifies methods of moulding specimens from bituminous mixtures by impact compaction. Such specimens are primarily used to determine bulk density and other technological characteristics e.g. Marshall stability and flow according to EN 12697-34. This European Standard applies to bituminous mixtures (both those made up in a laboratory and those resulting from work site sampling), with not more than 15 % by mass retained on the 22,4 mm sieve and none on the 31,5 mm sieve.

EVS-EN 12697-20:2012
Hind 10,19 EUR
Bituminous mixtures - Test methods for hot mix asphalt - Part 20: Indentation using cube or cylindrical specimens (CY)
This European Standard specifies a test method for determining the depth of indentation of mastic asphalt and other asphalt, when force is applied to them via a cylindrical indentor pin with a circular flat-ended base. This European Standard applies to aggregates of maximum nominal size less or equal to 16 mm.

EVS-EN 12697-19:2012
Hind 8,01 EUR
Bituminous mixtures - Test methods for hot mix asphalt - Part 19: Permeability of specimen
This European Standard specifies a method for determining the vertical and horizontal permeability of cylindrical specimens of bituminous mixtures with interconnecting voids. The standard applies to specimens cored out of the road, specimens from laboratory made slabs or laboratory specimens prepared with a compaction device provided the thickness of the specimen is not less than twice the nominal maximum particle size of the aggregate in the mixture. The nominal diameter of specimens should be either 100 mm or 150 mm unless the nominal maximum particle size of the aggregate size exceeds 22 mm, when the nominal diameter is 150 mm.

Asendatud või tühistatud standardid

EVS-EN 13146-1:2003
Railway applications - Track - Test methods for fastening systems - Part 1: Determination of longitudinal rail restraint
This Part of this European Standard 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
Keel: Inglise

EVS-EN 13146-3:2003
Railway applications - Track - Test methods for fastening systems - Part 3: Determination of attenuation of impact loads
This Part of this European Standard 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
Keel: Inglise

EVS-EN 13146-2:2003
Railway applications - Track - Test methods for fastening systems - Part 2: Determination of torsional resistance
This Part of this European Standard 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
Keel: Inglise

EVS-EN 12697-30:2004+A1:2007
Asfaltsegud. Kuuma asfaltsegu katsemeetodid. Osa 30: Proovikehade valmistamine lööktihendamisega
See standard kirjeldab meetodeid asfaltsegudest proovikehade vormimiseks lööktihendamisega. Selliseid proovikehi kasutatakse peamiselt mahumassi ja muude tehnoloogiliste omaduste, nt EN 12697-34 kohaselt Marshalli stabiilsuse ning voolavuse, määramiseks. Standard sobib asfaltsegudele (nii neile, mis on laboris valmistatud kui ka neile, mis on saadud tootmiskohalt võetud proovina) täitematerjali suurima teramõõduga mitte üle 22,4 mm
This European Standard describes methods of moulding specimens from bituminous mixtures by impact compaction. Such specimens are primarily used to determine bulk density and other technological characteristics e.g. Marshall stability and flow according to EN 12697-34. This European Standard applies to bituminous mixtures (both those made up in a laboratory and those resulting from work site sampling), with an upper aggregate size not larger than 22,4 mm.
Keel: Eesti, Inglise

EVS-EN 12697-19:2004+A1:2007
Bituminous mixtures - Test methods for hot mix asphalt - Part 19: Permeability of specimen KONSOLIDEERITUD TEKST
This document describes a method for determining the vertical and horizontal permeability of cylindrical specimens of bituminous mixtures. The standard applies to specimens cored out of the road, specimens from laboratory made slabs or laboratory specimens prepared with a compaction device provided the thickness of the specimen is not less than 2,5 times the nominal maximum particle size of the aggregate in the mixture. The nominal diameter of specimens should be either 100 mm or 150 mm unless the nominal maximum particle size of the aggregate size exceeds 22 mm, when the nominal diameter shall be 150 mm diameter.
Keel: Inglise

EVS-EN 13146-4:2003
Railway applications - Track - Test methods for fastening systems - Part 4: Effect of repeated loading
This Part of this European Standard 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
Keel: Inglise

EVS-EN 13146-7:2003
Railway applications - Track - Test methods for fastening systems - Part 7: Determination of clamping force
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
Keel: Inglise

EVS-EN 13146-6:2002
Railway applications - Track - Test methods for fastening systems - Part 6: Effect of severe environmental conditions
This European Standard specifies a laboratory test procedure for finding the effect of exposure to severe environmental conditions on the fastening system. This test procedure applies to a complete fastening assembly.
Keel: Inglise

EVS-EN 1317-5:2007+A1:2008
Teepiirdesüsteemid. Osa 5: Sõidukipiirdesüsteemide toodetele esitatavad nõuded ja vastavushindamine KONSOLIDEERITUD TEKST
Käesolev Euroopa standard sätestab nõuded järgmiste sõidukipiirdesüsteemide vastavuse hindamiseks: a) põrkepiirded; b) põrkeleevendid; c) terminalid (jõustub pärast ENV 1317-4 vastuvõtmist EN standardina); d) üleminekud (jõustub pärast ENV 1317-4 vastuvõtmist EN standardina); e) sõiduki-/jalakäijapiirded (üksnes sõidukipiirdesüsteemide funktsioone täitvad). Käesolev dokument ei käsitle nõudeid jalakäijate rinnatistele. Käesolev dokument sisaldab nõudeid ilmastikukindluse hindamiseks. Käesolev dokument ei sisalda muid vastupidavusnõudeid (nt merekeskkonnas, liivast põhjustatud hõõrdumine). Ajutised piirded ei kuulu käesoleva dokumendi käsitlusalasse.
This European Standard specifies requirements for evaluation of conformity of the following vehicle restraint systems: a) safety barriers; b) crash cushions; c) terminals (will be effective when ENV 1317-4 becomes an EN); d) transitions (will be effective when ENV 1317-4 becomes an EN); e) vehicle / pedestrian parapets (only for the vehicle restraint function). Pedestrian parapet requirements are not covered in this document. Requirements for the evaluation of durability with respect to weathering are included in this document. Requirements for other forms of durability (e.g. marine environment, sand abrasion) are not included. Temporary barriers are not within the scope of this document.
Keel: Eesti, Inglise

EVS-EN 13146-5:2003
Railway applications - Track - Test methods for fastening systems - Part 5: Determination of electrical resistance
This Part of this European Standard 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
Keel: Inglise

EVS-EN 12697-20:2004
Bituminous mixtures - Test methods for hot mix asphalt - Part 20: Identation using cube or marshall specimens
This European Standard describes a test method for determining the depth of indentation of mastic asphalt and rolled asphalt, when force is applied to them via a cylindrical indentor pin with a circular flat-ended base. This European Standard applies to aggregates of maximum nominal size less or equal to 16 mm.
Keel: Inglise

EVS-EN 13146-4:2003/A1:2006
Railway applications - Track - Test methods for fastening systems - Part 4: Effect of repeated loading
This Part of this European Standard 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
Keel: Inglise

EVS-EN 12697-21:2004
Bituminous mixtures - Test methods for hot mix asphalt - Part 21: Indentation using plate specimens
This European Standard describes a test method for measuring the indentation of mastic asphalt when it is penetrated at a given temperature, load and for a fixed time period by a standardised cylindrical indentor pin with a circular flat-ended base. This European Standard applies to mastic asphalt with aggregates of maximum nominal size less or equal to 16 mm
This European Standard describes a test method for measuring the indentation of mastic asphalt when it is penetrated at a given temperature, load and for a fixed time period by a standardised cylindrical indentor pin with a circular flat-ended base. This European Standard applies to mastic asphalt with aggregates of maximum nominal size less or equal to 16 mm
Keel: Inglise

EVS-EN 13146-8:2002/A1:2006
Raudteealased rakendused. Rööpad. Katsemeetodid kinnitussüsteemidele. Osa 8: Ekspluatatsioonikatsed
This Part of this European Standard specifies 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 Parts 2-7. This test applies to complete fastening assemblies. It is only to be used for comparative testing of such fastening systems installed at the same time on the type of support for which they are intended
Keel: Inglise

EVS-EN 13146-8:2002
Raudteealased rakendused. Rööpad. Katsemeetodid kinnitussüsteemidele. Osa 8: Ekspluatatsioonikatsed
This Part of this European Standard specifies 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 prEN 13481 Parts 2-7. This test applies to complete fastening assemblies. It is only to be used for comparative testing of such fastening systems installed at the same time on the type of support for which they are intended
Keel: Inglise

EVS-EN 12697-21:2004/AC:2007
Bituminous mixtures - Test methods for hot mix asphalt - Part 21: Indentation using plate specimens

Keel: Inglise

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