Bsi bs en 13481 5 2012 + a1 2017

Themain chang es in this r vision of EN1 48 -5:2 0 ar asfolows: a the sco ehas be n ex tended to inclu e fas ening systems for embedded rai Clause 1; b new categor ies of fas ening syste

T his British Stan ard is the UK implementatio of

EN 13481-5:2 12+A 1:2 17 It su er edes BS EN 13481-5:2 12 w hich

is w ith raw n

T he s ar an f ish of tex t int o uced or altered by amen ment is

in icated in the tex t by tags Tags in icatin chan es to CEN tex t car y

the n mber of the CEN amen ment For ex ample, tex t altered by CEN

amen ment A 1 is in icated by 

T he UK par icipatio in it preparatio w as ent us ed to Tech ical

C mmit e RA E/2, Raiw ay A pplcatio s - Track

A ls of organiz tio s represented o this commit e can be o tained

o req es to it secretary

T his p blcatio d es n t p rp r to inclu e al the neces ary prov isio s

of a co t act User are resp nsible f or it cor ect ap lcatio

© T e British Stan ards Ins itutio 2 17

P blshed by BSI Stan ards Limited 2 17

A me dme t s/ or r ig nd is u d since publcat ion

2 Febr uar y 2 17 Implementatio of CEN amen ment A1:2 17

NORME EUROPÉENNE

Jan ary 20 7

English V er sion

R ai w ay appl cations - Track - Performance requirements

for fastening sy st ems - Part 5: Fastening systems for slab

track w ith rai on the surface or rai embedded in a

channel

Ap lc tions fer oviaires - Voie - Ex ig enc s de

perormanc e pour les sy stèmes de fix ation - Parie 5:

Systèmes de fix ations des voies sans balas ou voies

avec r ais enr obés

Bah anw en u gen - Oberbau -

Leisu g sanforderu g en für

S hienen efesig ung ssysteme - Tei 5:

Befesig ung ssysteme für fese F ahrbah mit

aufg esetzten oder in Kanälen eing ebeteten S hienen

This E rope n Stan ard was ap roved b C N on 27 Apr il 201 an inclu es Amen ment 1 ap roved b C N on 5 Ju e 2016

C N member are bou d to c mply with the C N/C NE E Internal R eg ulations w hich sip late the c n itions for g ivin this

E r ope n Stan ard the s atus of a national san ar d without an alteration Up-to-date lss an biblog rap ic al referenc es

c nc rnin such national s an ards may be obtained on ap lc ation to the C N-C NE E Manag ement Centre or toan C N

member

This E rope n Stan ar d ex iss in thre oficial v er ions (E g lish, French, German) A ver ion in an other lang uage made b

tanslation u der the responsibi ty of a C Nmember into it own lang uag e an notified to the C N-C NE E Manag ement

Cente has the same satus as the oficial ver ions

C N member are the national s an ards bodies of A us r ia, Belg ium, B lg aria, Cro tia, Cy prus, Cz ch R ep blc, Denmark, Esonia,

Finlan , Former Yug oslav R ep blc of Mac edonia, Franc e, Germany, Gre c , Hu g ary, Ic lan , Ir elan , Italy, Latvia, Lith ania,

L x embour g, Malta, Nether lan s, Norway, Polan , Porug al, R omania, S rbia, Slovakia, Slov enia, Spain, Sweden, Switzerlan ,

Turkey an United King dom

EUR OP A N COM IT E FOR STANDA R DIZA ION

COMITÉ EU OP EN DE NO MALISA ION

EUR PÄISCHES KOMITE FÜ NO MUNG

C N-C NE E Manag ement C ntre: A ven e Marnix 1 , B-1 0 Brus els

© 2 1 CEN A ll rig hts of ex ploitation in any for m an b any me ns r eserv d Ref No EN 1 48 -5:2 1 +A 1:2 1 E

Contents Pag e

Eur ope n for ewor d 3

Intr oduc tio 5

1 Sco e 6

2 Nor mative r efer ences 6

3 Ter ms and definitions 7

4 Symb ls 7

5 Requir ements 9

5.1 L ngitudinal r ai r estr aint or long itu inal stifnes 9

5.2 A ssembly and pad stifnes 9

5.3 Efect of r epe ted loading 1

5.4 Electr ic al r esistanc e ofthe fastening system a nd slab tr ac k elements 1

5.5 Efect of ex posur e to sever e envir onmental co ditions 1

5.6 Dimensio s 12

5.7 Efect of fastening sy stem toler ances o tr ack gaug e 12

5.8 Cast-in and g lued- n fastening compo ents 13

5.9 In-ser vic e testing 13

5.10 A ttenuatio of noise and vibr atio 13

6 Test specimens 13

7 Fitnes for pur pose 13

8 Mar king , labeling and packag ing 1

A nnex A (informative) Vibr ation and noise 1

A 1 Gener al 1

A 2 Symb ls 1

A 3 Par ameter s for envir onmental vibr atio calculations 1

A 4 Calculating the vibr ation attenuatio 1

A 5 Envir onmental noise 1

!A nnex ZA"(infor mative) Relationship between this Eur opea n Standar d and the Es ential Requir ements of EU Dir ec tive 200 /57/EC 1

Biblog r aphy 1

Eur opean forewor d

This document (EN 1 48 -5:2 1 +A 1:2 1 ) has be n pr p r d b Te h ical C mmite

CEN/TC2 6 “ Raiwa a plcations”, the se r etar iat of which is held b DIN

This Euro ean Stan ard shal be given the s atus of a national s an ard, eithe b publcation of

an identical tex t or b en orsement, at the lates b July 2 1 , and conflcting national

stan ards shal be with r awn at the lates b July 2 1

A ttention is dr awn to the p s ibi ty that some of the element of this document ma be the

subje t of p tent rig ht CEN [an / r CENELEC] shal not be held r sp nsible for identifying any

or al such p tent right

This document inclu es A men ment 1a proved b CEN on 2 1 -0 -0

This document super sedes !EN 1 48 -5:2 0 "

The s art an finish of text introd c d or alter ed b amen ment is in icated in the tex t b tags

!"

Themain chang es in this r vision of EN1 48 -5:2 0 ar asfolows:

a) the sco ehas be n ex tended to inclu e fas ening systems for embedded rai (Clause 1);

b) new categor ies of fas ening systems have be n introd c d ( Clause 1, Ta le 1);

c) the rang es of tes lo ds have be n ex ten ed to cover the new categ ories of fas ening

systems(5.2, Ta le 2an 5.3, Ta le 3);

d) advic on at en ation ofnoise an vibration has be n ad ed in a new an ex (A nnex A )

This E ro ean Standar d is one of the ser ies EN 1 48 "R ailwa a plic ations – Trac k –

Pe frma ce r q irement f r fs ening systems" which consis sof the folowing p r ts:

— Part 1: Definitio s

— Part 2: Fas ening sys ems fr c onc rete sleepe s

— Part 3: Fas ening systems fr wo d sle pe s

— Part 4: Fas ening sys ems fr ste l sle pe s

— Part 5: Fas ening systems fr slab trac k with rail o the surfc e or rail embed e d in a c ha nel

— Part 7: S ec ial fstening sys ems fr switches a d c rossings a d c he k rails

NOT Part 6 do s not ex ist in this series

These Euro ean Stan ar ds ar e supp rted b the tes methods in the ser ies EN 1 146 "R ailway

a plic ations – Trac k – Tes meth ds fr f s ening sys ems"

This document has be n pr p r d u de a man ate given to CEN b the E r opean C mmis ion

and the E ro ean Fr e Trade A ssociation, and sup ort es ential r q ir ment of EU Dir ctive

20 8 5 /EC

F r r lationship with EU Dir ctive 2 0 / 7 EC, se informative A nnex ZA , which is an integ ral

part of thisdocument

A ccor ding to the CEN/ ENELEC Inter nal R eg ulations, the national s an ar ds org anizations of

the folowing countr ies ar b u d to implement this Euro ean Standard: A us ria, Belgium,

Bulgaria, Cro tia, Cyprus, Cz ch Republc, Denmark, Estonia, Finland, F r me Yug osla Republc

of Mac donia, Franc , Ger many, Gr ee e, Hu gar y, Ic land, Ir lan , Italy, L tvia, Lith ania,

Lux emb urg , Malta, Nethe lan s, Nor way, Polan , Portug al, Romania, S rbia, Slovakia, Slovenia,

Sp in, Sweden, Switz rlan , Turkey an the United K ing dom

Intr oduction

V arious tes s ar ne es ary to as es the pe formanc of fas ening systems of raiway tracks In

this E r opean Stan ard, a r eq ir ment for long itu inal rai r s r aint is inclu ed to control rai

c e p an pul a art in the event of a broken r ai T e r lationship betwe n long itu inal rai

r s raint an the over al design of the track sla r q ir s conside ation

No satis actory tes is avai a le to deter mine the aten ation of imp ct lo ds on sla tr ack T e

r lative pe formanc ma be as es ed b the proc d r in EN 1 146-3:20 2 with the fas ening

system on a concr ete sle pe

The la or atory tes for the efe t of r peated lo ding is the means ofas es ing p tential long

ter m pe for manc of the fastening in track

F r systems in which the rai is contin ously sup orted, tes proc d r s ar e modified to take

ac ou t of thechang e from discr ete sup or t

1 Scope

!This Eur opean Standar d is a plca le to fas ening systems in C tegor ies A –D as spe ified in

EN 1 48 -1:2 1 , 3.1, for ataching rais to the up e mos sur fac of concr ete or asphalt sla s

and for embed ed rais in non-b las ed tr acks with max imum ax le lo ds an minimum curve

radi in ac ordanc with Ta le 1

Table 1 — Fastening c ateg or y c r iter ia

Categ or y Max imum design ax le load

NOT T e max imum ax le lo d for Categ ories A an Bdo s not ap ly to maint enance v ehicles

Ther q ir ement a ply to:

— fas ening systems which act on the fo t an / r web of the r ai including dir ct fas ening

systemsand in ir ect fas ening systems;

— ad esive and me hanical fastening systems for embed ed rai, but ex clu ing rai cas into

r oad p vement

In tr ack forms in which the e ar r si ently sup orted conc ete element with only one

sup orting element pe r ai (e.g rai seat blocksor sle pe smou ted in elas omer ic “ bo t ” the

concr ete element an it r si ent supp rt ar consider ed to be p rt of the elas ic fas ening

system If the track for m inclu es r esi ently sup orted concr ete element with mor than one

sup or ting element pe rai (e.g flo ting sla s) those conc ete element an their r si ent

sup or ts ar conside ed to be p rt of the sla an not of thefastening system

This s andar d is only a plca le to fas ening systems for rai se tions in EN 13 74-1 (ex clu ing

49E ) or EN 1 6 4-4 It is not a plca le to fas ening systems for othe rai se tions, r igid

fas ening systems or spe ial fas ening sys ems used at b lted joint or g lued joint

This s an ard should only be used for type a proval of complete fas ening systems."

2 Normative references

The folowing document , in whole or in p rt, ar e normatively r fe enc d in this document an

ar in ispensa le for it a plcation F r dated r fe enc s, only the edition cited a ples F r

un ated r efe enc s, the lates edition of the r efer enc d document (inclu ing any amen ment )

a ples

EN 1 146-1:2 1 , R ailwa a plic ations — Trac k — Test meth ds fr fs ening systems — Part 1:

Dete mination o lo gitudin l r straint

EN 1 146-4:20 2, R aiway a plications — Trac k — Test meth ds fr fstening sys ems — Part 4:

Efect o r peated loading

EN 1 146-5:2 1 , R aiway a plications — Track — Test meth ds fr fstening systems — Part 5:

Dete mination o e le tric al r sista ce

EN 1 146-6:2 1 , R ailwa a plic ations — Trac k — Test meth ds fr fs ening systems — Part 6:

Efec t o seve e en iro mental conditions

EN 1 146-8:20 2, R aiway a plications — Trac k — Tes meth ds fr fstening sys ems — Part 8:

In servic e tes ing

EN 1 146-9:20 9 A 1:2 1 , R ailwa a plicatio s — Trac k — Test meth ds fr fstening systems

— Part 9: Dete mination o s iff ess

!

EN 1 146-1 , R ailwa a plicatio s — Trac k — Te st meth ds f r fstening systems — Part 10:

Pro flo d tes fr p ll -o t r sista c e

"

EN 1 2 0-1:20 9, R ailwa a plic ations — Track — Co c rete sle pe s a d bear rs — Part 1:

G ene al r q irement

EN 1 48 -1:20 2, R ailwa a plic ations — Trac k — Pe f rma ce r q ire ment fr fstening

sys ems — Part 1: Definitio s

!dele ted text"

EN 1 6 4-1:20 1, R ailwa a plic ations — Trac k — R ail — Part 1: Vign le railwa rails 4 kg/m

a d a o e

EN 1 6 4-4+A 1, R ailwa a plic ations — Track — R ail — Part 4: Vign le railwa rails from 27

kg/m to, b t exc luding 4 kg/m

3 Terms and definitions

F r the purp ses of this document, the ter ms an definitions given in EN 1 48 -1:2 1 a ply

for e a pled to as embly in measur ement of s atic s ifnes of as embly, in kN;

FSP1 notional fas ening clp for e as umed for measur ment of s atic s ifnes of p d, in

kN;

F

SPma

for e a pled to p d in measur ement of s atic s ifnes of pad, in kN;

kL long itu inal s ifnes in ac ordanc with EN 1 146-1:20 2, in MN/m;

low fr q ency dynamic s ifnes of as embly, in MN/m;

L late al comp nent of for ce transmitted b the whe l to the rai head as shown in

Fig ur 1, in kN;

L

T

Sample length of embed ed r ai, in m;

PL comp nent of lo d p ralel to the ru ning surfac of the rais, in kN;

P

V

comp nent of lo d nor mal to theru ning surfac of the r ais, in kN;

V vertical comp nent of lo d tr ansmited b the whe ls to the ru ning surfac at the

rai head as shown in Fig ur 1, in kN;

X dis anc between the lne of a plcation of P

L

an the c ntr of the g auge corne

radius of the rai head as shown in Fig ur 1, in mm;

α angle between the lo d lne and a lne normal to the r un ing sur fac of the rais as

shown in Figur 1, in °

VL

PP

V

L

Key

1 lne of lo d a pl cation

2 c ntr e of gaug e cor ne radius

Fig ur e 1 — L ad applcatio positio

5.1 L ng itudinal r ai restr aint or long itudinal stifnes

F r disc ete fas ening systems, the long itu inal rai r s r aint shal be not les than 7 kN when

measur ed b the proc d r in EN 1 146-1 F r use in categ ory D tr acks (> 2 0km/h), the

long itu inal rai r s r aint shal be not les than 9 kN

F r embed ed rai with an ad esive fas ening system, the longitu inal s ifnes kL shal be

measur ed in ac or danc with EN 1 146-1, between 0mm an 7 mm (i.e D

r

= 7) r lative

displac ment pe eq ivalent leng th of sup ort without visibledamage

On s ructur s such as long bridg es, the longitu inal for ce transmited betwe n the track an the

s ructur ma be calculated b the method in EN 1 9 -2 The value of F

mameasur ed in

ac ordanc with EN1 146-1 ma be used in the calculation In such cases an subje t to

ag re ment between the pur chase an man factur r, the minimum r q ir ment for

longitudinal r s raint ma be r d c d

5.2 A ssembly and pad stifnes

A s r q ir d b EN 1 146-4, the as embly s atic s ifnes an as embly low fr q ency dynamic

s ifnes shal be measur ed in ac ordanc with EN13 46-9 A1 Measur ment of the rai p d

s atic stifnes is r eq ir d at the pur hase ’s disc etion in ac ordanc with EN1 146-8 If the

pur hase r q ir s any of the folowing it shal be measur d in ac ordanc with

EN 1 146-9 A 1:

— p d low fr q ency dynamic s ifnes ;

— as embly high fr q ency dynamic s ifnes

Tes lo ds ar given in Ta le 2

NOT Guidance on the me sur ement of pad hig h freq ency stifnes is g iven in EN 1 14

-9:2 0 +A1:2 1 , A nne A For the me surement of as embly properties at acoustic freq ency se

P FSPma and FL

NOT 1 For contin ously su port ed rail, the t est leng ths for categ ory A should b (8 0 ±1 ) mm T e

test leng ths for categ ories B to D should b (60 ±1 ) mm

NOT 2 For emb d ed rail, the st ifnes should b e pres ed per u it leng th

5.3 Efect of repeated loading

This shal be deter mined b the proc d r in EN1 146-4 In the case of twin block, b oted

concr ete sle pe s, the whole sle pe shal be subje t to tes ing using the proc d r e for two r ai

seat

The tes lo dsand p sitions shal be asshown in Ta le3

A s r q ir ed b EN1 146-4, the folowing measur ement shal be pe formed befor e an afe

r peated lo ding The chang e in pe formanc shal not ex ce d the values shown below F r

fas ening systems which supp rt the web of the rai an ad esive fas ening systems for

embedded rai, the changein clamping for e doesnot a ply

— L ng itu inal r ai r s raint chang e ≤ 2 %;or

— L ng itu inal s ifnes chang e ≤ 2 %;

— V ertical s atic s ifnes chang e ≤ 2 %;

— Clamping for ce chang e ≤ 2 %

Compl anc with Categ or y C implescomplanc with C teg or iesCan D

Compl anc with Categ or y B implescomplanc with C tegor ies A an B

NOT T e req irement for chang in vertical static stifnes is not ap lica le to fastening systems

with static stifnes ≥3 0 MN/m