SIST EN 13230-2:2004

Railway applications - Track - Concrete sleepers and bearers - Part 2: Prestressed monoblock sleepers

This part of this European Standard defines additional technical criteria and control procedures related to the design and manufacture of prestressed monobloc sleepers.

Bahnanwendungen - Oberbau - Gleis- und Weichenschwellen aus Beton - Teil 2: Spannbeton-Monoblockschwellen

Dieser Teil der Europäischen Normenreihe legt die zusätzlichen technischen Kriterien und Prüfverfahren fest, die mit der Konstruktion und Herstellung von Spannbeton-Monoblockschwellen zusammenhängen.

Applications ferroviaires - Voie - Traverses et supports en béton - Partie 2: Traverses monoblocs précontraintes

La présente partie de la norme européenne définit les autres critères techniques et procédures de contrôle relatifs à la conception et à la fabrication des traverses monobloc précontraintes.

Železniške naprave – Zgornji ustroj – Betonski pragi in kretniški betonski pragi – 2. del: Enodelni prednapeti betonski pragi

General Information

• Status: Withdrawn
• Publication Date: 29-Feb-2004
• Withdrawal Date: 17-Jun-2009
• ICS: 45.080 - Rails and railway components
• ICS: 91.100.30 - Concrete and concrete products
• Technical Committee: IŽNP - Reilway applications
• Current Stage: 9900 - Withdrawal (Adopted Project)
• Start Date: 18-Jun-2009
• Due Date: 11-Jul-2009
• Completion Date: 18-Jun-2009
• Directive: 93/38/EEC - Procurement procedures of entities operating in the water, energy, transport and telecommunications sectors
• Directive: 96/48/EC - Interoperability of the trans-European high-speed rail system
• Mandate: M/024 - Mandate to CEN/CENELEC/ETSI for programming and standardization in the field of railway equipment
• Mandate: M/275 - Mandate to CEN/CENELEC/ETSI for standardization in the field of railway equipment on the interoperability of the Trans-European high-speed rail system
• Ref Project: EN 13230-2:2002 - Railway applications - Track - Concrete sleepers and bearers - Part 2: Prestressed monoblock sleepers

Relations

• Replaced By: SIST EN 13230-2:2009 - Railway applications - Track - Concrete sleepers and bearers - Part 2: Prestressed monoblock sleepers
• Effective Date: 01-Sep-2009

Standards Content (Sample)

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Železniške naprave – Zgornji ustroj – Betonski pragi in kretniški betonski pragi – 2. del: Enodelni prednapeti betonski pragiBahnanwendungen - Oberbau - Gleis- und Weichenschwellen aus Beton - Teil 2: Spannbeton-MonoblockschwellenApplications ferroviaires - Voie - Traverses et supports en béton - Partie 2: Traverses monoblocs précontraintesRailway applications - Track - Concrete sleepers and bearers - Part 2: Prestressed monoblock sleepers91.100.30Beton in betonski izdelkiConcrete and concrete products45.080Rails and railway componentsICS:Ta slovenski standard je istoveten z:EN 13230-2:2002SIST EN 13230-2:2004en01-marec-2004SIST EN 13230-2:2004SLOVENSKI
STANDARD
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 13230-2December 2002ICS 45.080English versionRailway applications - Track - Concrete sleepers and bearers -Part 2: Prestressed monoblock sleepersApplications ferroviaires - Voie - Traverses et supports enbéton - Partie 2: Traverses monoblocs précontraintesBahnanwendungen - Oberbau - Gleis- undWeichenschwellen aus Beton - Teil 2: Spannbeton-MonoblockschwellenThis European Standard was approved by CEN on 9 October 2002.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the Management Centre or to any CEN member.This European Standard exists in three official versions (English, French, German). A version in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the Management Centre has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece,Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2002 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 13230-2:2002 ESIST EN 13230-2:2004

Detailed drawings of the test arrangements.19 A.1 Articulated support.19 A.2 Resilient pad.20 A.3 Tapered packing.21 Bibliography.22
test load for which a crack width of 0,5 mm at the bottom of the rail seat section persists after removal of the load, in kN; FrB test load at the rail seat section which cannot be increased, in kN; Fu lower test load for the rail seat section dynamic test ; Fru = 50 kN; Fc0 positive initial reference test load at the centre section of the sleeper, in kN; Fc0n negative initial reference test load at the centre section of the sleeper, in kN; Fcr positive test load which produces first crack formation at the centre of the sleeper, in kN; Fcrn negative test load which produces first crack formation at the centre of the sleeper, in kN; FcB positive test load at the centre section which cannot be increased, in kN; FcBn negative test load at the centre section which cannot be increased, in kN; Lp design distance between the centre line of the rail seat to the edge of the sleeper at the bottom, in m; Lr design distance between the articulated support centre lines for the test arrangement at the rail seat section, in m; Lc design distance between centre lines of the rail seat, in m.
4.1.2 Rail seat section The arrangement for the rail seat positive load test is shown in Figure 1. The load Fr is applied perpendicularly to the base of the sleeper. The end of the sleeper opposite to the end being tested shall be unsupported.
Key 1 Rigid support 2 Articulated support (see annex A for details) 3 Resilient pad (see annex A for details) 4 Prestressed monobloc sleeper 5 Standard rail pad as defined by the purchaser 6 Tapered packing (see annex A for details) 7 Lateral stop
Figure 1 — Test arrangement at the rail seat section for the positive load test
Table 1 — Value of Lr in relation to Lp
Lp in m Lr in m Lp < 0,349 0,350 ≤ Lp < 0,399 0,400 ≤ Lp < 0,449 Lp ≥ 0,450 0,3 0,4 0,5 0,6
Key 1 Rigid support 2 Articulated support (see annex A for details) 3 Resilient pad (see annex A for details) 4 Prestressed monobloc sleeper 5 Standard rail pad as defined by the purchaser 6 Tapered packing (see annex A for details) Figure 2.1 — Test arrangement at the centre section for the negative load test SIST EN 13230-2:2004

is calculated from the geometry given in Figure 1 and values from Table 2 using the following equation: 1,0r 4r0−=LMdFr in kN. Table 2 — Value of Fr 0 in relation to Lr Lr in m 0,3 0,4 0,5 0,6 Fr0 in kN 20 Mdr 13 Mdr 10 Mdr 8 Mdr
Fc0
and
Fc0n are calculated from the geometry given in Figures 2.1 and 2.2 using the following equations:
1,0 4c0−=LMdcFc in kN; 1,0cn 40n−=LMdcFc in kN.
For the definitions of Mdr and Mdc : see EN 13230-1:2002 - clause 3. SIST EN 13230-2:2004

Key 1 Load 2 Time 3 Crack checking A Required part of test B Optional part of test
Figure 3.1 - Static test procedure at the rail section for positive design approval test
Key 1 Load 2
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