R27 LongSpan Rail Instruction Manual - Harken Industrial€¦ · 03-01-2019 · The R27 LS rail must be connected to the lightning protection, in compliance with current regulations

R27 LongSpan RailInstruction Manual

Read the manual carefully before using the system.

Translation of the original instructions

UR27LS 01-03-2019

01/03/19 ENGLISH 3

Contents

About this manual

Safety info

R27 LS Rail

Components

Prerequisites and limitations

Design

Preliminary info

Placing the rail

Type of use and distance between the bracket

Turntables

Coloured rail

Bent rail

Installation layout - Aluminium brackets and connectors

Installation layout - Stainless steel brackets and connector

Installation layout – brackets for metal roof

Installation layout – connection without connector

Installation layout – bent rail

Installation layout – turntable

Thermal expansion

Installation

Bracket assembly instructions

Brackets for metal roof assembly instruction

Connector assembly instructions

End stop assembly instructions

Preliminary and periodical checks

Annual check

Maintenance

Certifications

Labeling

Warranty

Certificate of Compliance

Technical sheets

Correct installation form

Acceptance report

Maintenance-Inspection register

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5

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8

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10

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12

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14

15

16

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4 ENGLISH 01/03/19

ABOUT THIS MANUALBefore installing or using the Harken R27 LS rail, read the instructions contained in this Manual thoroughly.

This instruction manual is an integral part of the product, and it supplies all the necessary information for its correct installation, safe use and maintenance.

If you don’t understand some of the instructions, please contact Harken’s authorized dealer/installer. Harken shall not be liable for damages, injuries or death caused by a non-compliance to the safety and other instructions contained in this manual.

This manual is intended for qualified installers. The installer is responsible for integrating the supplied information according to current legislations.

This manual, including the information supplied by the installer, must be stored by the client and made available to the user. It must be stored in a suitable place, near the fail arrest system entrance, and it must be made available to the user.

ABOUT THIS MANUAL

01/03/19 ENGLISH 5

SAFETY INFO• Harken R27 LS rail must be installed by personnel authorized by Harken or Harken dealer or by qualified

personnel trained on the installation of the Harken R27 LS rail, and on PPE (Personal Protective Equipment)

• The rail installer must make sure that the structure where the rail will be installed is suitable to fasten the device and to support the loads for which the rail has been certified.

• The type of structure anchor/fixing must be defined by a qualified professional.

• The procedure to fasten the rail to the base must be documented in suitable reports, made available for future consultation.

• Each rail has maximum load limits, which mostly depend on the structure where it is installed and on the distance between the anchor/fixing; those limits must not be exceeded.

• The R27 LS rail must be used solely with Harken trolleys (IN9565, IN9608, IN9606), wearing suitable PPE (Personal Protective Equipment) compliant with the laws in force on workplace safety.

• Before using the rail, check its path and the falling hazards, evaluating the minimum fall clearance and choosing the PPE with shock absorber deployment most suitable to the type of hazard.

• Before each use, check the system for any trace of wear, corrosion, deformation, loose connection, etc... In case of doubts, if a rail seems unsafe, it must be checked by Harken or Harken dealer’s authorized personnel or by qualified personnel.

• All operators using the rail must observe the instructions for uses, and especially the number of operators it can support at the same time.

• In case of extreme weather events, do not use the rail

• In case of fire or if the rail has been struck by lightning, stop using it, report the issue to Harken Approved Installer &/or Harken to arrange a detailed inspection by Approved & Qualified Personnel.

• Do not change the rail in any way, unless previously authorized in writing by Harken Or Harken dealer’s authorized personnel or by qualified personnel.

• Harken shall not be liable for injuries or damages resulting from an improper use of the rail.

• The system must be used only by physically and psychically healthy personell. Cardiac and circulatory problems, taking medications, alchool and drugs could compromise the safety of the user when working at height.

• Before installing and using the system, it is mandatory to organize the safety plan in case emergencies occur during the work.

SAFETY INFO

6 ENGLISH 01/03/19

R27 LS RAILThe anodized aluminium R27 LS rail (INR27.LS) must be fastened to a supporting structure using suitable brackets. A low friction trolley (IN9608, IN9606, IN9565), is to be installed to the rail, providing a compliant EN795:2012 Class B mobile anchorage point. This assembly includes a rigid fall arrest system, designed to be used and installed in horizontal position (± 5°), with floor, wall and ceiling mount. By installing and using this system correctly, the risk of the operators falling whilst working at height can be eliminated or significantly reduced.

Furthermore, the R27 LS rail can be used as a Rope Access Anchorage System, to provide a safe anchorage for twin rope working (rope access & work positioning), with good anchor mobility under load.

COMPONENTSThe R27 LS rail must be used with the following components:

Rail

Brackets

THE RAIL

Extruded aluminium bracket, including the necessary bracket/rail coupling accessories(bracket/structure anchor/fixing are not included; they must be selected and specified by the Approved Installer at the design stage).

Extruded anodized aluminium rail of 3 m of length. The rail can be supplied also bent. For more details, refer to the Bent Rail chapter.

INR27.LS

INBRKT.AL

Four types of stainless steel brackets, including all necessary bracket/rail coupling accessories(bracket/structure anchor/fixing are not included; they must be selected and specified by the Approved Installer at the design stage).

INBRKT.1 INBRKT.2 INBRKT.3 INBRKT.4

01/03/19 ENGLISH 7

Connectors

COMPONENTS

Stainless steel “unsupportedl” connector, to connect a rail to the adjacent one.

Alignment pin (two alignment pins are required to connect the rail).

Extruded aluminium connector, to be used with extruded brackets if it is possible to fasten it to the structure (otherwise, the stainless steel “unsupportedl” connector must be used).

INLINK.LS INLINK.AL

INPIN.LS

Turntables

L (90°) Turntable. It permits to realize a continuos line with direction changes of right angle (90°).

T (90° - 180°) Turntable. It permits a three ways intersection (0° - 90° - 180°).

INTURN1.LS INTURN2.LS

Brackets for metal roof

Brackets for metal roof. For more information, refer to the specific manual.

INBRKT.X5 INBRKT.X6

8 ENGLISH 01/03/19

PREREQUISITES AND LIMITATIONSThe R27 LS rail has been designed to support any accidental operator fall. In order to guarantee its correct operation, and maintain the mechanical integrity in case of fall, each used must wear the Personal Protective Equipment (PPE) recommended by workplace safety regulations.

All PPE must be certified and marked according to the relevant national regulations. By using the personal protective equipment, in case of a fall, the force transmitted to the operator (and consequently to the trolley sliding on the rail) will be no greader than a maximum 6 kN.

WARNING!The use of non-compliant PPE can result in severe injuries, including death.

The R27 LS rail is subject to the following limitations:

• the maximum number of operators per 3 m span is equal to 4, when used as Fall Arrest System and 2 operators per 1,5 m span when used as Human Suspension System. This number may vary based on the structure to which the system is installed and on the distance between the structure fastening brackets

PREREQUISITES AND LIMITATIONS

Trolleys

For the rail, bracket and connector technical characteristics and installation instructions, refer to the technical sheets in chapter “Technical Sheets” and in chapter “Installation”.

Three types of trolleys (single trolley for fall arrest system and double trolley for human suspension).

IN9606.CLEAR IN9608.CLEAR IN9565.CLEAR

Fall Arrest (4 operators) Human Suspension (2 operators)

Terminals

Fixed stainless steel end fitting. Pair of fixed aluminium end fittings.Removable aluminium end fitting.

INSTOP.LS IN9561.CLEARIN1642.CLEAR

01/03/19 ENGLISH 9

DESIGN

• do not exceed the maximum number of operators allowed at the same time

• it must be used only by qualified operators trained on the system correct use

• it can be installed with a maximum inclination of 5 degrees with respect to the horizontal plane

• it cannot be used for purposed different than the intended purpose

• it cannot be used as load lifting system

• it cannot be modified, tampered with or repaired

DESIGNPreliminary info

The fall arrest system must be suitably designed by a qualified professional, since the correct installation and subsequent safety of the users depend on its correct design.

The following are of the utmost importance:

• analysis of the installation location, in order to define the position where the rail will be installed.

• definition of anchor points (where the anchor brackets will be placed)

• distance between fastening brackets

• how to fasten the brackets to the supporting structure (the Approved Designer/Installer and/or Structural Engineer will decide whether to use mechanical or chemical dowels, bolts, screws... depending on the anchorage structure’s characteristics).

NOTE!The fastening system must always be designed by a qualified professional.

WARNING!The structure where the R27 LS rail will be installed must have structural characteristics so as to support at least double the load generated by a fall. Thus, the system designer must carry out the necessary checks to verify that the system can be solidly fastened to the structure and that it can withstand the loads in case of fall.

The R27 LS rail can be installed with a maximum inclination of 5 degrees with respect to the horizontal plane.

In order to prevent bi-metallic corrosion events, we recommend that a suitable insulating washer/spacer, be fitted between dissimilar metals, or other dissimilar materials that could cause corrosion.

The R27 LS rail must be connected to the lightning protection, in compliance with current regulations.

NOTE!The fall arrest system must be designed, if applicable, for TOTALLY PREVENTED or CONTAINED falls, so as to prevent the significant mechanical stress due to the risk of falling.

10 ENGLISH 01/03/19

Placing the railThe R27 LS rail can be floor, ceiling, wall and intermediate angle-mounted

NOTE!For optimum trolley performance on the rail, we recommend to place the rail so that the load is perpendicular to the sliding plane of the trolley on the rail. Sliding plane

In order to better install the rail in the recommended position (with the suspension force perpendicular to the sliding plane), you can choose between different types of brackets, compliant with the different fastening situations.

The following brackets CANNOT be installed in the load application directions indicated:

Type of use and distance between the bracketsThe brackets and the connectors don't change considering the different type of use (FALL ARREST or SUSPENSION), instead the maximum distance between the anchor/fixing can vary considerably. Thus, it is important, while designing the system, to define the specification of use.

For use as fall arrest system:

FALL ARRESTMaximum fixing span of 3m between brackets

Maximum 4 operators per span

For use as Uman Suspension System, to increase the system stiffness and thus the operator comfort, we recommend:

HUMAN SUSPENSIONMaximum fixing span of 1.5m between brackets

Maximum 2 operators per span

NO

01/03/19 ENGLISH 11

The following table shows the theoretical deflection arrow as a function of the static load and of the distance between the anchoring brackets.

Furthermore, in order to evaluate the system fall clearance correctly, the following table shows the maximum deflection measured during the dynamic and integrity resistance test, carried out in compliance with Standard EN 795:2012 (paragraph 4.4.4.2) and Standard CEN/TS 16415:2013 (paragraph 4.2.5.1). The test carried out with the weakest configuration - single span with 3 m distance to the INLKNK.LS juncture at the centre of the span - is shown below. The brackets used to fasten the rail to the structure are the INBRKT.3 stainless steel brackets. The test has been carried out near the joint at the centre of the span.

Furthermore, in order to correctly define the distance between the brackets, it is necessary to evaluate the resistance of the structure to which it is fastened.

WARNING!An incorrectly fastened system may not guarantee the adequate resistance to a fall, with conse-quent grave risks and danger of fatal injuries

VERTICAL

HORIZONTAL

X X

Y

Y

LOAD DIRECTION

LOAD APPLIED IN THE HORIZONTAL DIRECTION

Span/Load 1000 [N] 2000 [N] 3000 [N] 4000 [N]

[mm] [mm] [mm] [mm] [mm]

500 0.11 0.21 0.32 0.43

750 0.36 0.72 1.09 1.45

1000 0.86 1.71 2.57 3.43

1250 1.67 3.35 5.02 6.70

1500 2.89 5.79 8.68 11.58

1750 4.60 9.19 13.79 18.38

2000 6.86 13.72 20.58 27.44

2250 9.77 19.53 29.30 39.07

2500 13.40 26.80 40.19 53.59

2750 17.83 35.67 53.50 71.33

3000 23.15 46.30 69.46 92.61

LOAD APPLIED IN THE HORIZONTAL DIRECTION

Span/Load 1 person 2 people 3 people 4 people


3000 370 380 395 410

LOAD APPLIED IN THE VERTICAL DIRECTION

Span/Load 1000 [N] 2000 [N] 3000 [N] 4000 [N]


500 0.16 0.32 0.49 0.65

750 0.55 1.10 1.64 2.19

1000 1.30 2.60 3.90 5.20

1250 2.54 5.08 7.61 10.15

1500 4.39 8.77 13.16 17.54

1750 6.96 13.93 20.89 27.86

2000 10.40 20.79 31.19 41.58

2250 14.80 29.60 44.40 59.21

2500 20.30 40.61 60.91 81.21

2750 27.02 54.05 81.07 108.10

3000 35.08 70.17 105.25 140.34

LOAD APPLIED IN THE VERTICAL DIRECTION

Span/Load 1 person 2 people 3 people 4 people


3000 405 410 430 455

Distance between the brackets = distance between the centerline of two adjacent brackets

12 ENGLISH 01/03/19

TurntablesTurntables permits to modify the trolley direction without disconnecting from the system. To do this operation, it is necessary to insert the trolley in the turntable and rotate the turntable in the direction selected. In case of the use of two trolleys for the human suspension application, use two trolleys not rigidly connected.

To conenct the turntables to the rail, refer to the indication supplied in the "Installation layout – connection without connector" sheet.

To install the turntables on the structure, refer to the "Installation layout – Turntables" sheet.

STEP 1 STEP 2

STEP 3

STEP 5

STEP 4

01/03/19 ENGLISH 13

Coloured railThe standard rail is supplied in (CLEAR) anodized aluminium color. Aluminium rail, brackets and connectors can be supplied on request, powder coating or anodized colored. Stainles stell brackets and connectors can be supplied powder coating coloured. For more information, contact Harken.

Bent railThe rail can be installed on bent surfaces, which have a minimum bending radius of 15 m. The beding rail can be done manaully in the 3 directions during the installation procedure and to do this, it is necessary to install the rail using a minimum of four brackets with a maximum distance of 1 m between a bracket and another.

For bending radius included between 2,75 m and 15 m in all the three direction, it's possible to require the bending rail to Harken. The bent rail has 25 cm of straight rail at the extremity due to the production process. For more information contact Harken.

1

2

3

14 ENGLISH 01/03/19

Installation layout - Aluminium brackets and connectors

Brackets and connectors used Configurations

260

±2.

5

120 ±2.5

320

160

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6 77

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A =

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B =

170

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ax.

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165

250

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INST

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L m

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mm

A =

100

10

B =

170

min

./75

0 m

ax.

B

A =

100

10

50

165

250

L=

Lma

x L

=Lm

ax

L=

Lma

x L

=Lm

ax-

A

INST

OP.

LSIN

STO

P.LS

INBR

KT.1

-2-3

-4IN

BRKT

.1-2

-3-4

INBR

KT.1

-2-3

-4IN

BRKT

.1-2

-3-4

INBR

KT.1

-2-3

-4IN

BRKT

.1-2

-3-4

INLI

NK.

LSIN

LIN

K.LS

Min. 15 - Max. 18

Min. 1

Min. 0,5 T

2,2

S

L

INFI

X1.

LS

Sprin

g w

ash

er

UN

I175

1-D

IN12

7 B1

0,2

Scre

w M

10xL

(se

e t

ab

le)

UN

I EN

ISO

401

7:20

02-A

4-80

Ho

le-f

oro

12

Min

. 25

Hex

Spa

nner

17m

mTi

ghte

ning

torq

ue =

80N

m

Chi

ave

Esa

gono

17m

m, c

oppi

a di

se

rrag

gio=

80N

m

App

licar

e pr

odot

to

antig

rippa

ggio

App

ly a

nti-s

eize

pro

duct

40

20

M10

10

INST

OP.

LSIN

STO

P.LS

Ma

x g

ap

= 3

mm

INPI

N.L

S

A=

100

10

A=

100

10

Lm

ax

Lm

ax

A=

100

10

INFI

X1.

LSIN

FIX

1.LS

INFI

X1.

LSIN

FIX

1.LS

INFI

X1.

LSIN

FIX

1.LS

PE

SO

AL

ME

TRO

LIN

EA

RE

: 175

5.30

gr/m

MA

SS

PE

R M

ETE

R: 1

755.

30 g

r/m

L m

ax

1500

mm

L m

ax

1500

mm

LA L

UN

GH

EZZ

A D

ELL

A V

ITE

DE

VE

ES

SE

RE

SC

ELT

A A

SE

CO

ND

A D

ELL

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IME

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ION

E "S

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ELL

A S

TRU

TTU

RA

SU

CU

I VE

RR

A' I

NS

TALL

ATA

LA

RO

TAIA

, E D

ELL

O S

PE

SS

OR

E D

ELL

AR

OS

ETT

A A

NTI

RO

TAZI

ON

E, R

ISP

ETT

AN

DO

LE

QU

OTE

MIN

. E M

AX

. DI C

OR

RE

TTA

INS

TALL

AZI

ON

E.

I VA

LOR

I DI R

IFE

RIM

EN

TO IN

TA

BE

LLA

SO

NO

CA

LCO

LATI

CO

NS

IDE

RA

ND

O L

E L

UN

GH

EZZ

E

STA

ND

AR

D D

I VIT

I, E

UN

A R

OS

ETT

A E

LAS

TIC

A B

10,2

UN

I175

1-D

IN12

7 (T

=2,2

mm

)

SC

RE

W L

EN

GTH

MU

ST

BE

CH

OS

EN

AC

CO

RD

ING

TO

"S" D

IME

NS

ION

OF

THE

SU

PP

OR

T O

N W

HIC

H

THE

TR

AC

K W

ILL

BE

FIX

ED

, AN

D T

HE

TH

ICK

NE

SS

"T" O

F TH

E L

OC

KIN

G W

AS

HE

R, O

BS

ER

VIN

G T

HE

MIN

. AN

D M

AX

. DIM

EN

SIO

NS

FO

R A

CO

RR

EC

T IN

STA

LLA

TIO

N.

RE

FER

EN

CE

VA

LUE

S IN

TH

E T

AB

LE A

RE

CA

LCU

LATE

D A

SS

UM

ING

STA

ND

AR

D S

CR

EW

S L

EN

GTH

S,

AN

D A

STA

ND

AR

D B

10,2

SP

RIN

G W

AS

HE

R U

NI1

751-

DIN

127

(T=2

,2m

m)

INFI

X1.

LSFA

LL A

RR

EST

a/o

SU

SPEN

SIO

NLm

ax=

1500

mm

Stan

dard

scr

ew le

ngth

- L

- [m

m]

2530

3540

4550

S M

in. [

mm

]5

1015

2025

30S

Max

. [m

m]

813

1823

2833

260

±2.

5

120 ±2.5

320

160

14

HEX

4

Serr

ag

gio

18N

mTi

gh

ten

ing

18N

m

A A

Me

zze

riaC

en

ter m

ark

1

2 3

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9515

0052

Co

nn

ett

ore

est

ruso

in a

llum

inio

R27

LS -

Alu

min

um

co

nn

ec

tor R

27LS

210

M60

6200

3G

ran

o M

8x12

A4

UN

I 592

7 -

Stu

d s

cre

w M

8x12

A4

UN

I 592

7 3

2S7

0043

0002

Spin

a a

llin

ea

me

nto

R27

LS -

Alig

nm

en

t p

in fo

r R27

LS

12

43

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

46.5

Ap

plic

are

pro

do

tto

an

ti-g

ripp

ag

gio

alle

viti

Ap

ply

an

ti-se

ize

po

du

ct

to s

cre

ws

250

5Po

sizio

ne

me

zze

riaC

en

ter m

ark

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9500

0002

Co

nn

ett

ore

ae

reo

in a

cc

iaio

ino

x -

Co

nn

ec

tion

pla

te R

27LS

21

S694

9900

02In

sert

o g

iun

zio

ne

rota

ia -

Ra

il ju

nc

tion

inse

rt3

6M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

46

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er

10.5

U17

51 D

IN12

75

2S7

0043

0002

Spin

a a

llin

ea

me

nto

R27

LS -

Alig

nm

en

t p

in fo

r R27

LS

54

14

32

165

80

122

±2.

5

50

14

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9501

0002

Sta

ffa

a “

Ω”

in a

cc

iaio

ino

x -

“Ω”

Sta

inle

ss s

tee

l bra

cke

t R

27LS

21

S700

9200

02In

sert

o fi

lett

ato

pe

r R27

LS -

Th

rea

de

d in

sert

for R

27LS

3

2M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

42

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

7

46

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

6

77

Ap

plic

are

pro

do

tto

a

nti-

grip

pa

gg

io s

ulle

viti

Ap

ply

an

ti-se

ize

pro

du

ct

on

sc

rew

s

23

41

76

14

5

116

50

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9502

0002

Sta

ffa

a “

S” in

ac

cia

io in

ox

- “S

” St

ain

less

ste

el b

rac

ket

R27

LS2

1M

061

17 0

3R

on

de

lla 1

0.5

U17

51 D

IN12

7 -

Wa

she

r 10.

5 U

1751

DIN

127

31

M60

6290

3V

ite U

NI E

N IS

O 4

017:

2002

- S

cre

w U

NI E

N IS

O 4

017:

2002

- M

10x2

5 -

A4

804

1S6

9497

0002

Inse

rto

fiss

ag

gio

rota

ia -

Fa

ste

nin

g n

ut

for r

ail

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

46

CH 17


6 77


32

14

91

51

- 71

105


3 2 1 4

50

14

5 51

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

74

Pos.

Q.ty

Co

de

De

scrip

tion

11

S695

0300

02St

aff

a a

“L”

in a

cc

iaio

ino

x -

“L”

sta

inle

ss s

tee

l bra

cke

t R

27LS

21

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

02In

sert

o fi

ssa

gg

io ro

taia

- F

ast

en

ing

nu

t fo

r ra

il

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

6

90

70

35

CH 17


101

Ap

plic

are

pro

do

tto

an

tigrip

pa

gg

ioA

pp

ly a

nti-

seiz

e p

rod

uc

t

321 4

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9504

0002

Sta

ffa

a “

C”

in a

cc

iaio

ino

x -

“C”

sta

inle

ss s

tee

l bra

cke

t R

27LS

21

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

02In

sert

o fi

ssa

gg

io ro

taia

- F

ast

en

ing

nu

t fo

r ra

il

20 30

14 5

0

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

60

160

120 ±2.5

5

14

HEX

4

Serr

ag

gio

18N

mTi

gh

ten

ing

18N

m

1 2

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9555

0052

Sta

ffa

est

rusa

in a

llum

inio

- E

xtru

de

d a

lum

inu

m b

rac

ket

22

M60

6200

3G

ran

o M

8x12

A4

UN

I 592

7 -

Stu

d s

cre

w M

8x12

A4

UN

I 592

7

8

43

CH 10


42

31

6

10

12

3

4

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9505

0002

Term

ina

le R

27LS

- E

nd

sto

p R

27LS

2

2M

6062

597

An

tivib

ran

te p

er t

erm

ina

le R

27LS

- D

am

pe

r fo

r en

dst

op

R27

LS3

2M

6062

303

Vite

M4x

10 T

BCE

ISO

7380

A4

- Sc

rew

M4x

10 T

BCE

ISO

7380

A4

42

M60

5720

8V

ite a

uto

ma

sch

ian

te M

6x25

DIN

7513

- S

elf

thre

ad

ing

sc

rew

M6x

25 D

IN75

13

300

0 +0 1

31

42

10.

5

L=

Lma

x-A

L

=Lm

ax

320

60

A =

100

10

A=

100

10

L m

ax

3000

mm IN

LIN

K.A

LIN

LIN

K.A

L

INBR

KT.A

LIN

STO

P.LS

INST

OP.

LS

Ma

x g

ap

= 3

mm

INPI

N.L

S

A =

100

10

60

L=

Lma

x

320

6

0 A

= 1

0010

L=

Lma

x-A

L

=Lm

ax

L=

Lma

x L

=Lm

ax-

A

INLI

NK.

AL

INBR

KT.A

LIN

STO

P.LS

INBR

KT.A

LIN

BRKT

.AL

INLI

NK.

AL

INST

OP.

LS

A =

100

10

B =

170

min

./15

00 m

ax.

L=

Lma

x

B

A =

100

10

50

165

250

L=

Lma

x-A

-B

INST

OP.

LSIN

STO

P.LS

INBR

KT.1

-2-3

-4IN

BRKT

.1-2

-3-4

INBR

KT.1

-2-3

-4IN

BRKT

.1-2

-3-4

INLI

NK.

LSIN

LIN

K.LS

L m

ax

3000

mm

A =

100

10

B =

170

min

./75

0 m

ax.

B

A =

100

10

50

165

250

L=

Lma

x L

=Lm

ax

L=

Lma

x L

=Lm

ax-

A

INST

OP.

LSIN

STO

P.LS

INBR

KT.1

-2-3

-4IN

BRKT

.1-2

-3-4

INBR

KT.1

-2-3

-4IN

BRKT

.1-2

-3-4

INBR

KT.1

-2-3

-4IN

BRKT

.1-2

-3-4

INLI

NK.

LSIN

LIN

K.LS

Min. 15 - Max. 18

Min. 1

Min. 0,5 T

2,2

S

L

INFI

X1.

LS

Sprin

g w

ash

er

UN

I175

1-D

IN12

7 B1

0,2

Scre

w M

10xL

(se

e t

ab

le)

UN

I EN

ISO

401

7:20

02-A

4-80

Ho

le-f

oro

12

Min

. 25

Hex

Spa

nner

17m

mTi

ghte

ning

torq

ue =

80N

m

Chi

ave

Esa

gono

17m

m, c

oppi

a di

se

rrag

gio=

80N

m

App

licar

e pr

odot

to

antig

rippa

ggio

App

ly a

nti-s

eize

pro

duct

40

20

M10

10

INST

OP.

LSIN

STO

P.LS

Ma

x g

ap

= 3

mm

INPI

N.L

S

A=

100

10

A=

100

10

Lm

ax

Lm

ax

A=

100

10

INFI

X1.

LSIN

FIX

1.LS

INFI

X1.

LSIN

FIX

1.LS

INFI

X1.

LSIN

FIX

1.LS

PE

SO

AL

ME

TRO

LIN

EA

RE

: 175

5.30

gr/m

MA

SS

PE

R M

ETE

R: 1

755.

30 g

r/m

L m

ax

1500

mm

L m

ax

1500

mm

LA L

UN

GH

EZZ

A D

ELL

A V

ITE

DE

VE

ES

SE

RE

SC

ELT

A A

SE

CO

ND

A D

ELL

A D

IME

NS

ION

E "S

"D

ELL

A S

TRU

TTU

RA

SU

CU

I VE

RR

A' I

NS

TALL

ATA

LA

RO

TAIA

, E D

ELL

O S

PE

SS

OR

E D

ELL

AR

OS

ETT

A A

NTI

RO

TAZI

ON

E, R

ISP

ETT

AN

DO

LE

QU

OTE

MIN

. E M

AX

. DI C

OR

RE

TTA

INS

TALL

AZI

ON

E.

I VA

LOR

I DI R

IFE

RIM

EN

TO IN

TA

BE

LLA

SO

NO

CA

LCO

LATI

CO

NS

IDE

RA

ND

O L

E L

UN

GH

EZZ

E

STA

ND

AR

D D

I VIT

I, E

UN

A R

OS

ETT

A E

LAS

TIC

A B

10,2

UN

I175

1-D

IN12

7 (T

=2,2

mm

)

SC

RE

W L

EN

GTH

MU

ST

BE

CH

OS

EN

AC

CO

RD

ING

TO

"S" D

IME

NS

ION

OF

THE

SU

PP

OR

T O

N W

HIC

H

THE

TR

AC

K W

ILL

BE

FIX

ED

, AN

D T

HE

TH

ICK

NE

SS

"T" O

F TH

E L

OC

KIN

G W

AS

HE

R, O

BS

ER

VIN

G T

HE

MIN

. AN

D M

AX

. DIM

EN

SIO

NS

FO

R A

CO

RR

EC

T IN

STA

LLA

TIO

N.

RE

FER

EN

CE

VA

LUE

S IN

TH

E T

AB

LE A

RE

CA

LCU

LATE

D A

SS

UM

ING

STA

ND

AR

D S

CR

EW

S L

EN

GTH

S,

AN

D A

STA

ND

AR

D B

10,2

SP

RIN

G W

AS

HE

R U

NI1

751-

DIN

127

(T=2

,2m

m)

INFI

X1.

LSFA

LL A

RR

EST

a/o

SU

SPEN

SIO

NLm

ax=

1500

mm

Stan

dard

scr

ew le

ngth

- L

- [m

m]

2530

3540

4550

S M

in. [

mm

]5

1015

2025

30S

Max

. [m

m]

813

1823

2833

NOTE!The rail termination should extend by end sections by 10 (± 1) cm beyond the bracket centerline

10 (± 1) cm

FALL

ARR

EST S

YSTE

M:

HUM

AN S

USPE

NSIO

N SY

STEM

:

01/03/19 ENGLISH 15

Brackets and connectors used Configurations

Installation layout - Stainless steel brackets and connectors

260

±2.

5

120 ±2.5

320

160

14

HEX

4

Serr

ag

gio

18N

mTi

gh

ten

ing

18N

m

A A

Me

zze

riaC

en

ter m

ark

1

2 3

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9515

0052

Co

nn

ett

ore

est

ruso

in a

llum

inio

R27

LS -

Alu

min

um

co

nn

ec

tor R

27LS

210

M60

6200

3G

ran

o M

8x12

A4

UN

I 592

7 -

Stu

d s

cre

w M

8x12

A4

UN

I 592

7 3

2S7

0043

0002

Spin

a a

llin

ea

me

nto

R27

LS -

Alig

nm

en

t p

in fo

r R27

LS

12

43

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

46.5

Ap

plic

are

pro

do

tto

an

ti-g

ripp

ag

gio

alle

viti

Ap

ply

an

ti-se

ize

po

du

ct

to s

cre

ws

250

5Po

sizio

ne

me

zze

riaC

en

ter m

ark

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9500

0002

Co

nn

ett

ore

ae

reo

in a

cc

iaio

ino

x -

Co

nn

ec

tion

pla

te R

27LS

21

S694

9900

02In

sert

o g

iun

zio

ne

rota

ia -

Ra

il ju

nc

tion

inse

rt3

6M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

46

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er

10.5

U17

51 D

IN12

75

2S7

0043

0002

Spin

a a

llin

ea

me

nto

R27

LS -

Alig

nm

en

t p

in fo

r R27

LS

54

14

32

165

80

122

±2.

5

50

14

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9501

0002

Sta

ffa

a “

Ω”

in a

cc

iaio

ino

x -

“Ω”

Sta

inle

ss s

tee

l bra

cke

t R

27LS

21

S700

9200

02In

sert

o fi

lett

ato

pe

r R27

LS -

Th

rea

de

d in

sert

for R

27LS

3

2M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

42

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

7

46

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

6

77

Ap

plic

are

pro

do

tto

a

nti-

grip

pa

gg

io s

ulle

viti

Ap

ply

an

ti-se

ize

pro

du

ct

on

sc

rew

s

23

41

76

14

5

116

50

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9502

0002

Sta

ffa

a “

S” in

ac

cia

io in

ox

- “S

” St

ain

less

ste

el b

rac

ket

R27

LS2

1M

061

17 0

3R

on

de

lla 1

0.5

U17

51 D

IN12

7 -

Wa

she

r 10.

5 U

1751

DIN

127

31

M60

6290

3V

ite U

NI E

N IS

O 4

017:

2002

- S

cre

w U

NI E

N IS

O 4

017:

2002

- M

10x2

5 -

A4

804

1S6

9497

0002

Inse

rto

fiss

ag

gio

rota

ia -

Fa

ste

nin

g n

ut

for r

ail

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

46

CH 17


6 77


32

14

91

51

- 71

105


3 2 1 4

50

14

5 51

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

74

Pos.

Q.ty

Co

de

De

scrip

tion

11

S695

0300

02St

aff

a a

“L”

in a

cc

iaio

ino

x -

“L”

sta

inle

ss s

tee

l bra

cke

t R

27LS

21

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

02In

sert

o fi

ssa

gg

io ro

taia

- F

ast

en

ing

nu

t fo

r ra

il

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

6

90

70

35

CH 17


101

Ap

plic

are

pro

do

tto

an

tigrip

pa

gg

ioA

pp

ly a

nti-

seiz

e p

rod

uc

t

321 4

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9504

0002

Sta

ffa

a “

C”

in a

cc

iaio

ino

x -

“C”

sta

inle

ss s

tee

l bra

cke

t R

27LS

21

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

02In

sert

o fi

ssa

gg

io ro

taia

- F

ast

en

ing

nu

t fo

r ra

il

20 30

14 5

0

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

60

160

120 ±2.5

5

14

HEX

4

Serr

ag

gio

18N

mTi

gh

ten

ing

18N

m

1 2

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9555

0052

Sta

ffa

est

rusa

in a

llum

inio

- E

xtru

de

d a

lum

inu

m b

rac

ket

22

M60

6200

3G

ran

o M

8x12

A4

UN

I 592

7 -

Stu

d s

cre

w M

8x12

A4

UN

I 592

7

8

43

CH 10


42

31

6

10

12

3

4

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9505

0002

Term

ina

le R

27LS

- E

nd

sto

p R

27LS

2

2M

6062

597

An

tivib

ran

te p

er t

erm

ina

le R

27LS

- D

am

pe

r fo

r en

dst

op

R27

LS3

2M

6062

303

Vite

M4x

10 T

BCE

ISO

7380

A4

- Sc

rew

M4x

10 T

BCE

ISO

7380

A4

42

M60

5720

8V

ite a

uto

ma

sch

ian

te M

6x25

DIN

7513

- S

elf

thre

ad

ing

sc

rew

M6x

25 D

IN75

13

300

0 +0 1

31

42

10.

5

L=

Lma

x-A

L

=Lm

ax

320

60

A =

100

10

A=

100

10

L m

ax

3000

mm IN

LIN

K.A

LIN

LIN

K.A

L

INBR

KT.A

LIN

STO

P.LS

INST

OP.

LS

Ma

x g

ap

= 3

mm

INPI

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A =

100

10

60

L=

Lma

x

320

6

0 A

= 1

0010

L=

Lma

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L

=Lm

ax

L=

Lma

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=Lm

ax-

A

INLI

NK.

AL

INBR

KT.A

LIN

STO

P.LS

INBR

KT.A

LIN

BRKT

.AL

INLI

NK.

AL

INST

OP.

LS

A =

100

10

B =

170

min

./15

00 m

ax.

L=

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x

B

A =

100

10

50

165

250

L=

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INST

OP.

LSIN

STO

P.LS

INBR

KT.1

-2-3

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BRKT

.1-2

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INBR

KT.1

-2-3

-4IN

BRKT

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-3-4

INLI

NK.

LSIN

LIN

K.LS

L m

ax

3000

mm

A =

100

10

B =

170

min

./75

0 m

ax.

B

A =

100

10

50

165

250

L=

Lma

x L

=Lm

ax

L=

Lma

x L

=Lm

ax-

A

INST

OP.

LSIN

STO

P.LS

INBR

KT.1

-2-3

-4IN

BRKT

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INBR

KT.1

-2-3

-4IN

BRKT

.1-2

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INBR

KT.1

-2-3

-4IN

BRKT

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INLI

NK.

LSIN

LIN

K.LS

Min. 15 - Max. 18

Min. 1

Min. 0,5 T

2,2

S

L

INFI

X1.

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Sprin

g w

ash

er

UN

I175

1-D

IN12

7 B1

0,2

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w M

10xL

(se

e t

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UN

I EN

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401

7:20

02-A

4-80

Ho

le-f

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12

Min

. 25

Hex

Spa

nner

17m

mTi

ghte

ning

torq

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m

Chi

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Esa

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17m

m, c

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App

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to

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pro

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40

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INFI

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PE

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AL

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EA

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: 175

5.30

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1500

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1500

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LA L

UN

GH

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UN

I175

1-D

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7 (T

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)

SC

RE

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AS

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R U

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751-

DIN

127

(T=2

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m)

INFI

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LL A

RR

EST

a/o

SU

SPEN

SIO

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ax=

1500

mm

Stan

dard

scr

ew le

ngth

- L

- [m

m]

2530

3540

4550

S M

in. [

mm

]5

1015

2025

30S

Max

. [m

m]

813

1823

2833

260

±2.

5

120 ±2.5

320

160

14

HEX

4

Serr

ag

gio

18N

mTi

gh

ten

ing

18N

m

A A

Me

zze

riaC

en

ter m

ark

1

2 3

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9515

0052

Co

nn

ett

ore

est

ruso

in a

llum

inio

R27

LS -

Alu

min

um

co

nn

ec

tor R

27LS

210

M60

6200

3G

ran

o M

8x12

A4

UN

I 592

7 -

Stu

d s

cre

w M

8x12

A4

UN

I 592

7 3

2S7

0043

0002

Spin

a a

llin

ea

me

nto

R27

LS -

Alig

nm

en

t p

in fo

r R27

LS

12

43

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

46.5

Ap

plic

are

pro

do

tto

an

ti-g

ripp

ag

gio

alle

viti

Ap

ply

an

ti-se

ize

po

du

ct

to s

cre

ws

250

5Po

sizio

ne

me

zze

riaC

en

ter m

ark

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9500

0002

Co

nn

ett

ore

ae

reo

in a

cc

iaio

ino

x -

Co

nn

ec

tion

pla

te R

27LS

21

S694

9900

02In

sert

o g

iun

zio

ne

rota

ia -

Ra

il ju

nc

tion

inse

rt3

6M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

46

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er

10.5

U17

51 D

IN12

75

2S7

0043

0002

Spin

a a

llin

ea

me

nto

R27

LS -

Alig

nm

en

t p

in fo

r R27

LS

54

14

32

165

80

122

±2.

5

50

14

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9501

0002

Sta

ffa

a “

Ω”

in a

cc

iaio

ino

x -

“Ω”

Sta

inle

ss s

tee

l bra

cke

t R

27LS

21

S700

9200

02In

sert

o fi

lett

ato

pe

r R27

LS -

Th

rea

de

d in

sert

for R

27LS

3

2M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

42

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

7

46

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

6

77

Ap

plic

are

pro

do

tto

a

nti-

grip

pa

gg

io s

ulle

viti

Ap

ply

an

ti-se

ize

pro

du

ct

on

sc

rew

s

23

41

76

14

5

116

50

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9502

0002

Sta

ffa

a “

S” in

ac

cia

io in

ox

- “S

” St

ain

less

ste

el b

rac

ket

R27

LS2

1M

061

17 0

3R

on

de

lla 1

0.5

U17

51 D

IN12

7 -

Wa

she

r 10.

5 U

1751

DIN

127

31

M60

6290

3V

ite U

NI E

N IS

O 4

017:

2002

- S

cre

w U

NI E

N IS

O 4

017:

2002

- M

10x2

5 -

A4

804

1S6

9497

0002

Inse

rto

fiss

ag

gio

rota

ia -

Fa

ste

nin

g n

ut

for r

ail

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

46

CH 17


6 77


32

14

91

51

- 71

105


3 2 1 4

50

14

5 51

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

74

Pos.

Q.ty

Co

de

De

scrip

tion

11

S695

0300

02St

aff

a a

“L”

in a

cc

iaio

ino

x -

“L”

sta

inle

ss s

tee

l bra

cke

t R

27LS

21

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

02In

sert

o fi

ssa

gg

io ro

taia

- F

ast

en

ing

nu

t fo

r ra

il

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

6

90

70

35

CH 17


101

Ap

plic

are

pro

do

tto

an

tigrip

pa

gg

ioA

pp

ly a

nti-

seiz

e p

rod

uc

t

321 4

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9504

0002

Sta

ffa

a “

C”

in a

cc

iaio

ino

x -

“C”

sta

inle

ss s

tee

l bra

cke

t R

27LS

21

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

02In

sert

o fi

ssa

gg

io ro

taia

- F

ast

en

ing

nu

t fo

r ra

il

20 30

14 5

0

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

60

160

120 ±2.5

5

14

HEX

4

Serr

ag

gio

18N

mTi

gh

ten

ing

18N

m

1 2

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9555

0052

Sta

ffa

est

rusa

in a

llum

inio

- E

xtru

de

d a

lum

inu

m b

rac

ket

22

M60

6200

3G

ran

o M

8x12

A4

UN

I 592

7 -

Stu

d s

cre

w M

8x12

A4

UN

I 592

7

8

43

CH 10


42

31

6

10

12

3

4

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9505

0002

Term

ina

le R

27LS

- E

nd

sto

p R

27LS

2

2M

6062

597

An

tivib

ran

te p

er t

erm

ina

le R

27LS

- D

am

pe

r fo

r en

dst

op

R27

LS3

2M

6062

303

Vite

M4x

10 T

BCE

ISO

7380

A4

- Sc

rew

M4x

10 T

BCE

ISO

7380

A4

42

M60

5720

8V

ite a

uto

ma

sch

ian

te M

6x25

DIN

7513

- S

elf

thre

ad

ing

sc

rew

M6x

25 D

IN75

13

300

0 +0 1

31

42

10.

5

L=

Lma

x-A

L

=Lm

ax

320

60

A =

100

10

A=

100

10

L m

ax

3000

mm IN

LIN

K.A

LIN

LIN

K.A

L

INBR

KT.A

LIN

STO

P.LS

INST

OP.

LS

Ma

x g

ap

= 3

mm

INPI

N.L

S

A =

100

10

60

L=

Lma

x

320

6

0 A

= 1

0010

L=

Lma

x-A

L

=Lm

ax

L=

Lma

x L

=Lm

ax-

A

INLI

NK.

AL

INBR

KT.A

LIN

STO

P.LS

INBR

KT.A

LIN

BRKT

.AL

INLI

NK.

AL

INST

OP.

LS

A =

100

10

B =

170

min

./15

00 m

ax.

L=

Lma

x

B

A =

100

10

50

165

250

L=

Lma

x-A

-B

INST

OP.

LSIN

STO

P.LS

INBR

KT.1

-2-3

-4IN

BRKT

.1-2

-3-4

INBR

KT.1

-2-3

-4IN

BRKT

.1-2

-3-4

INLI

NK.

LSIN

LIN

K.LS

L m

ax

3000

mm

A =

100

10

B =

170

min

./75

0 m

ax.

B

A =

100

10

50

165

250

L=

Lma

x L

=Lm

ax

L=

Lma

x L

=Lm

ax-

A

INST

OP.

LSIN

STO

P.LS

INBR

KT.1

-2-3

-4IN

BRKT

.1-2

-3-4

INBR

KT.1

-2-3

-4IN

BRKT

.1-2

-3-4

INBR

KT.1

-2-3

-4IN

BRKT

.1-2

-3-4

INLI

NK.

LSIN

LIN

K.LS

Min. 15 - Max. 18

Min. 1

Min. 0,5 T

2,2

S

L

INFI

X1.

LS

Sprin

g w

ash

er

UN

I175

1-D

IN12

7 B1

0,2

Scre

w M

10xL

(se

e t

ab

le)

UN

I EN

ISO

401

7:20

02-A

4-80

Ho

le-f

oro

12

Min

. 25

Hex

Spa

nner

17m

mTi

ghte

ning

torq

ue =

80N

m

Chi

ave

Esa

gono

17m

m, c

oppi

a di

se

rrag

gio=

80N

m

App

licar

e pr

odot

to

antig

rippa

ggio

App

ly a

nti-s

eize

pro

duct

40

20

M10

10

INST

OP.

LSIN

STO

P.LS

Ma

x g

ap

= 3

mm

INPI

N.L

S

A=

100

10

A=

100

10

Lm

ax

Lm

ax

A=

100

10

INFI

X1.

LSIN

FIX

1.LS

INFI

X1.

LSIN

FIX

1.LS

INFI

X1.

LSIN

FIX

1.LS

PE

SO

AL

ME

TRO

LIN

EA

RE

: 175

5.30

gr/m

MA

SS

PE

R M

ETE

R: 1

755.

30 g

r/m

L m

ax

1500

mm

L m

ax

1500

mm

LA L

UN

GH

EZZ

A D

ELL

A V

ITE

DE

VE

ES

SE

RE

SC

ELT

A A

SE

CO

ND

A D

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IME

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ION

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"D

ELL

A S

TRU

TTU

RA

SU

CU

I VE

RR

A' I

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TALL

ATA

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PE

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QU

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. E M

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. DI C

OR

RE

TTA

INS

TALL

AZI

ON

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I VA

LOR

I DI R

IFE

RIM

EN

TO IN

TA

BE

LLA

SO

NO

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LATI

CO

NS

IDE

RA

ND

O L

E L

UN

GH

EZZ

E

STA

ND

AR

D D

I VIT

I, E

UN

A R

OS

ETT

A E

LAS

TIC

A B

10,2

UN

I175

1-D

IN12

7 (T

=2,2

mm

)

SC

RE

W L

EN

GTH

MU

ST

BE

CH

OS

EN

AC

CO

RD

ING

TO

"S" D

IME

NS

ION

OF

THE

SU

PP

OR

T O

N W

HIC

H

THE

TR

AC

K W

ILL

BE

FIX

ED

, AN

D T

HE

TH

ICK

NE

SS

"T" O

F TH

E L

OC

KIN

G W

AS

HE

R, O

BS

ER

VIN

G T

HE

MIN

. AN

D M

AX

. DIM

EN

SIO

NS

FO

R A

CO

RR

EC

T IN

STA

LLA

TIO

N.

RE

FER

EN

CE

VA

LUE

S IN

TH

E T

AB

LE A

RE

CA

LCU

LATE

D A

SS

UM

ING

STA

ND

AR

D S

CR

EW

S L

EN

GTH

S,

AN

D A

STA

ND

AR

D B

10,2

SP

RIN

G W

AS

HE

R U

NI1

751-

DIN

127

(T=2

,2m

m)

INFI

X1.

LSFA

LL A

RR

EST

a/o

SU

SPEN

SIO

NLm

ax=

1500

mm

Stan

dard

scr

ew le

ngth

- L

- [m

m]

2530

3540

4550

S M

in. [

mm

]5

1015

2025

30S

Max

. [m

m]

813

1823

2833


10 (± 1) cm

FALL

ARR

EST S

YSTE

M:

HUM

AN S

USPE

NSIO

N SY

STEM

:

16 ENGLISH 01/03/19


10 (± 1) cm

Installation layout – brackets for metal roof

Brackets and pin used Configurations

250

mm

INLI

NK

.LS

INLI

NK

.LS

INS

TO

P.L

S

INS

TO

P.L

S

FALL

-ARR

EST S

YSTE

M:

HUM

AN S

USPE

NSIO

N SY

STEM

:

01/03/19 ENGLISH 17


Installation layout – connection without connector


10 (± 1) cm

CO

NNEC

TION

WITH

OUT

CO

NNEC

TOR

Max

100

±10

Max

100

±10m

m

Max g

ap= 3

mmINP

IN.LS

INBRK

T.AL

INBRK

T.1INB

RKT.2

INBRK

T.3INB

RKT.4

18 ENGLISH 01/03/19


Installation layout – bent rail 1


10 (± 1) cm

L=Lm

ax-A

Lmax

= 100

0mm

L=Lm

ax-A

A=10

mm m

axA=

100m

m ma

x30

0Str

aight

300

Straig

htINB

RKT:A

LINB

RKT.1

INBRK

T.2INB

RKT.3

INBRK

T.4

IN960

6IN9

565

IN960

8

L=Lm

ax-A

Lmax

= 100

0mm

L=Lm

ax-A

A=10

mm m

axA=

100m

m ma

x30

0Str

aight

300

Straig

htINB

RKT:A

LINB

RKT.1

INBRK

T.2INB

RKT.3

INBRK

T.4

IN960

6IN9

565

IN960

8

BENT

RAI

L 1

01/03/19 ENGLISH 19




10 (± 1) cm

L=Lm

ax-A

Lmax

=100

0mm

L=Lm

ax-A

A= 10

0mm

max

300

mm

Straig

ht30

0mm

Straig

ht

A= 10

0mm

max

IN960

6IN9

565

IN960

8INB

RKT.A

LINB

RKT.1

INBRK

T.2INB

RKT.3

INBRK

T.4

L=Lm

ax-A

Lmax

=100

0mm

L=Lm

ax-A

A= 10

0mm

max

300

mm

Straig

ht30

0mm

Straig

ht

A= 10

0mm

max

IN960

6IN9

565

IN960

8INB

RKT.A

LINB

RKT.1

INBRK

T.2INB

RKT.3

INBRK

T.4

BENT

RAI

L 2

20 ENGLISH 01/03/19




10 (± 1) cm

L=Lm

ax-A

Lmax

=100

0mm

L=Lm

ax-A

A=10

0mm

max

300

mm

Straig

ht30

0mm

Straig

ht

INBRK

T.AL

INBRK

T.1INB

RKT.4

IN960

6IN9

565

IN960

8

BENT

RAI

L 3

01/03/19 ENGLISH 21

Configurations



10 (± 1) cm

100 ± 1100 ± 110

0 ± 1

100 ±

1

INBRKT.AL-1-4

INBRKT.AL-1-4

INPIN.

LSINPIN.LS

INTUR

N1.LS

MAX GAP=3mmINPIN-LS

TURNTABLE INTURN1.LS

Brackets and pin used

22 ENGLISH 01/03/19

Configurations



10 (± 1) cm

100 ± 1 100 ± 1

100 ±

110

0 ± 1

100 ± 1 100 ± 1INPIN.LS INPIN.LS

INPIN.LS

INBRKT.AL-1-4

INBRKT.AL-1-4INBRKT.AL-1-4

INTURN2.LS

14,25

MAX GAP=3mm

DETTAGLIO ASCALA 2 : 1

INPIN.LS

TURNTABLE INTURN2.LS

Brackets and pin used

01/03/19 ENGLISH 23

Thermal expansionSince the rail is made of an aluminium alloy Series 6000 (thermal expansion coefficient: 23x10-6m/°C), during the design phase, it is necessary to evaluate the rail thermal expansion - based on the length of the rail - which may occur when the temperature varies. If the installation place is subject to thermal variations, it is necessary to provide a clearance between one rail and the next of maximum 3 mm, in order to allow the trolley to slide correctly.

The R27 LS rail operating temperature range is -50°C to +80°C. For out-of-range applications, contact Harken or Harken dealer.

INSTALLATIONThe R27 LS rail must be installed by HARKEN or Harken dealer’s authorized installers or by qualified professionals, trained to design, install, certify and service the fall arrest system. For a list of HARKEN’s authorized installers, see the website www.access-rail.com.

In order to evaluate the base material, the structural anchorages or the anchor/fixing correctly, take into account the loads registered on the anchoring device during the dynamic and integrity tests indicated in the design-related chapter

The correct installation must be suitably verified by a supervisor or by a safety officer through calculations or tests. After completing the installation, the installer must issue the related documents required by reference regulations and must fix and display near the system access point the sign indicating:

• name and contact info of the manufacturer

• name and contact info of the installing company

• system serial number

• installation date

• maximum number of operators that can connect at the same time

• obligation to use the PPE

• notice to refer to the contents of the anchoring system booklet

• date of the following inspection or the date of the last inspection along with the inspection schedule

• notice to avoid using the anchoring system if the inspection has not been carried out.

After the installation, a copy of the installation documents must be submitted to the client. These documents must be kept in the building for following inspections of the anchoring device.

INSTALLATION

24 ENGLISH 01/03/19

BRACKET ASSEMBLY INSTRUCTIONS

WARNING!Tighten M10 (A4 class 80) screws to 80 Nm

WARNING!Tighten M10 (A4 class 80) screw to 80 Nm


INBRKT.1

INBRKT.3

INBRKT.2

01/03/19 ENGLISH 25


WARNING!Tighten M8 grub screw to 18 Nm

INBRKT.AL

INBRKT.4

26 ENGLISH 01/03/19

CONNECTOR ASSEMBLY INSTRUCTIONSTo connect the rail, insert two alignment pins into the rail seats

Single alignment pin. Two pins are required for each rail.

INPIN.LS

INBRKT.X6

BRACKETS FOR METAL ROOF ASSEMBLY INSTRUCTIONFor more information, refer to the specific manual.



INBRKT.X5

01/03/19 ENGLISH 27

WARNING!Tighten M10 (A4 class 80) screws to 80 Nm. Connected rails must have 3 M10 (A4 class 80) screws each.

WARNING!Tighten M8 grub screws to 18 Nm. Connected rails must have 5 M8 screws each.

WARNING!In order to position the rail correctly, take into account the two connector central reference points.

WARNING!In order to position the rail correctly, take into account the connector central reference point.

INLINK.LS

INLINK.AL

28 ENGLISH 01/03/19

END STOP ASSEMBLY INSTRUCTIONSRecommended end fitting:

Optional terminals:

Stainless steel fixed end fitting

Mobile aluminium end fitting

Pair of fixed aluminium end fittings

The end fitting must be fastened using the 2 M6 self-tapping screws supplied into the related holes (12 Nm tightening torque).

The end fitting can be easily removed and inserted, thanks to its spring pin. Drill a ø 10mm hole in the rail centerline, distant at least at 3 cm from the end of the rail.

The end fitting must be fastened using a M8 counter-sunk head screw. Drill a M8 threaded hole in the rail centerline, distant at least at 3 cm from the end of the rail.

INSTOP.LS

IN1642.CLEAR

IN9561.CLEAR

> 3 cm

> 3 cm

01/03/19 ENGLISH 29

PRELIMINARY AND PERIODICAL CHECKSBefore using the R27 LS rail, check its condition and visually check each component:

• Make sure that: the system components are not deformed, the screws are not loose, there are no signs of wear, corrosion and build up of dirt. In case of identified faults or damaged parts, do not use the system.

• In particular, check the most critical components: connectors, brackets, bracket anchor/fixing (bracket/rail and bracket/structure anchor/fixing) and (mobile/fixed) end fittings.

• Visually check that the supporting structure (where the fall arrest system is installed) does not show signs of deterioration

• In case of faults or damaged parts, contact the safety officer, who will call Harken or Harken dealers’s authorized personnel or qualified personnel to inspect the system.

• In case of a fall, request an inspection of the fall arrest system to Harken or Harken dealers’s authorized personnel or to qualified personnel.

• In case of lightning, fires or intense weather events, do not use the fall arrest system and call Harken or Harken dealers’s authorized personnel or qualified personnel to inspect it.

Annual checkThe rail must be inspected thoroughly at least once every 12 months for Fall Arrest specification, or 6 months for Human Suspension, if regularly used, or before using it after a long period of inactivity. Based on the frequency of use and on the place of installation of the rail, the maintenance schedule may vary.

Do not use the fall arrest system without performing the compulsory servicing. The inspection - performed by Harken or Harken dealers’s authorized personnel or by qualified personnel - must be recorded in the Maintenance Record of this Manual.

Moreover the system must be branded with the date of the next inspection or the date of the ispection done.

WARNING!DO NOT USE the R27 LS rail if: • you detect damage or wear on the rail and on the related components (brackets, connectors,

end fittings, anchor/fixing...)• faults are detected during the compulsory periodical inspection• a fall with consequent stress for the rail has occurred

PRELIMINARY AND PERIODICAL CHECKS

30 ENGLISH 01/03/19

MAINTENANCE - CERTIFICATIONS - WARRANTY

MAINTENANCEIn order to keep the rail in proper working conditions, remove any dirt, grease, snow, ice or anything that can prevent the trolley from sliding correctly from the rail. In particular, clean the rail section in contact with the trolley’s ballbearings correctly. Only use non-abrasive cleaning tools and mild liquid soaps.Do not let the rail come into contact with concrete, bitumen, paints, acids and solvents. For the trolley maintenance, refer to the proper manual.

CERTIFICATIONSThe R27 LS (INR27.LS) rail, the brackets (INBRKT.1, INBRKT.2, INBRKT.3, INBRKT.4, INBRKT.AL), the connectors (INLINK.LS, INLINK.AL, INPIN.LS), turntables (INTURN1.LS, INTURN2.LS) and the terminals are compliant to the test setout by Standards EN795:2012 class D and CEN/TS16415:2013. Furthermore the R27 LS (INR27.LS) rail, the brackets (INBRKT.1, INBRKT.2, INBRKT.3, INBRKT.4, INBRKT.AL), the connectors (INLINK.LS, INLINK.AL, INPIN.LS), turntables (INTURN1.LS, INTURN2.LS) and the terminals are certified according to the Standard UNI11578:2015.

LABELINGShown below the labeling on the rail:

WARRANTY

For the warranty, refer to Harken Global Limited Warranty on the websites http://www.access-rail.com or http://www.harkenindustrial.com.

Italian Institute for the Certification of Personal Protective Equipment S.C.A.R.L.

EU Notified Body n. 2008

Address: Villanova Zona Industriale, 7/A 32013 LONGARONE ( BL ) - ITALY

Tel.: +39 0437 573407 Fax: +39 0437 573131 Web site: www.dolomiticert.it E-mail: [email protected]

COMPLIANCE OF CONFORMITY number 160286

Verifications for anchor devices according to the Standards EN 795:2012 “Personal fall protection equipment – Anchor devices”, CEN/TS 16415:2013

“Personal fall protection equipment – Anchor devices – Recommendations for anchor devices for use by more than one person simultaneously” and UNI

11578:2015 “Anchor devices intended for permanent installation”

Anchor device Model:

Rotaia R27LS

Date: 9th of June 2016

Certification Board Manager Luca Tamburlin

Applicant:HARKEN ITALY S.P.A.

Via Marco Biagi, 14 - 22070 LIMIDO COMASCO CO - IT

32 ENGLISH 01/03/19

TECHNICAL SHEETS

260

±2.

5

120 ±2.5

320

160

14

HEX

4

Serr

ag

gio

18N

mTi

gh

ten

ing

18N

m

A A

Me

zze

riaC

en

ter m

ark

1

2 3

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9515

0052

Co

nn

ett

ore

est

ruso

in a

llum

inio

R27

LS -

Alu

min

um

co

nn

ec

tor R

27LS

210

M60

6200

3G

ran

o M

8x12

A4

UN

I 592

7 -

Stu

d s

cre

w M

8x12

A4

UN

I 592

7 3

2S7

0043

0002

Spin

a a

llin

ea

me

nto

R27

LS -

Alig

nm

en

t p

in fo

r R27

LS

12

43

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

46.5

Ap

plic

are

pro

do

tto

an

ti-g

ripp

ag

gio

alle

viti

Ap

ply

an

ti-se

ize

po

du

ct

to s

cre

ws

250

5Po

sizio

ne

me

zze

riaC

en

ter m

ark

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9500

0002

Co

nn

ett

ore

ae

reo

in a

cc

iaio

ino

x -

Co

nn

ec

tion

pla

te R

27LS

21

S694

9900

02In

sert

o g

iun

zio

ne

rota

ia -

Ra

il ju

nc

tion

inse

rt3

6M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

46

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er

10.5

U17

51 D

IN12

75

2S7

0043

0002

Spin

a a

llin

ea

me

nto

R27

LS -

Alig

nm

en

t p

in fo

r R27

LS

54

14

32

165

80

122

±2.

5

50

14

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9501

0002

Sta

ffa

a “

Ω”

in a

cc

iaio

ino

x -

“Ω”

Sta

inle

ss s

tee

l bra

cke

t R

27LS

21

S700

9200

02In

sert

o fi

lett

ato

pe

r R27

LS -

Th

rea

de

d in

sert

for R

27LS

3

2M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

42

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

7

46

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

6

77

Ap

plic

are

pro

do

tto

a

nti-

grip

pa

gg

io s

ulle

viti

Ap

ply

an

ti-se

ize

pro

du

ct

on

sc

rew

s

23

41

76

14

5

116

50

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9502

0002

Sta

ffa

a “

S” in

ac

cia

io in

ox

- “S

” St

ain

less

ste

el b

rac

ket

R27

LS2

1M

061

17 0

3R

on

de

lla 1

0.5

U17

51 D

IN12

7 -

Wa

she

r 10.

5 U

1751

DIN

127

31

M60

6290

3V

ite U

NI E

N IS

O 4

017:

2002

- S

cre

w U

NI E

N IS

O 4

017:

2002

- M

10x2

5 -

A4

804

1S6

9497

0002

Inse

rto

fiss

ag

gio

rota

ia -

Fa

ste

nin

g n

ut

for r

ail

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

46

CH 17


6 77


32

14

91

51

- 71

105


3 2 1 4

50

14

5 51

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

74

Pos.

Q.ty

Co

de

De

scrip

tion

11

S695

0300

02St

aff

a a

“L”

in a

cc

iaio

ino

x -

“L”

sta

inle

ss s

tee

l bra

cke

t R

27LS

21

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

02In

sert

o fi

ssa

gg

io ro

taia

- F

ast

en

ing

nu

t fo

r ra

il

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

6

90

70

35

CH 17


101

Ap

plic

are

pro

do

tto

an

tigrip

pa

gg

ioA

pp

ly a

nti-

seiz

e p

rod

uc

t

321 4

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9504

0002

Sta

ffa

a “

C”

in a

cc

iaio

ino

x -

“C”

sta

inle

ss s

tee

l bra

cke

t R

27LS

21

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

02In

sert

o fi

ssa

gg

io ro

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ast

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nu

t fo

r ra

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20 30

14 5

0

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

60

160

120 ±2.5

5

14

HEX

4

Serr

ag

gio

18N

mTi

gh

ten

ing

18N

m

1 2

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9555

0052

Sta

ffa

est

rusa

in a

llum

inio

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xtru

de

d a

lum

inu

m b

rac

ket

22

M60

6200

3G

ran

o M

8x12

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UN

I 592

7 -

Stu

d s

cre

w M

8x12

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UN

I 592

7

8

43

CH 10


42

31

6

10

12

3

4

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9505

0002

Term

ina

le R

27LS

- E

nd

sto

p R

27LS

2

2M

6062

597

An

tivib

ran

te p

er t

erm

ina

le R

27LS

- D

am

pe

r fo

r en

dst

op

R27

LS3

2M

6062

303

Vite

M4x

10 T

BCE

ISO

7380

A4

- Sc

rew

M4x

10 T

BCE

ISO

7380

A4

42

M60

5720

8V

ite a

uto

ma

sch

ian

te M

6x25

DIN

7513

- S

elf

thre

ad

ing

sc

rew

M6x

25 D

IN75

13

300

0 +0 1

31

42

10.

5

L=

Lma

x-A

L

=Lm

ax

320

60

A =

100

10

A=

100

10

L m

ax

3000

mm IN

LIN

K.A

LIN

LIN

K.A

L

INBR

KT.A

LIN

STO

P.LS

INST

OP.

LS

Ma

x g

ap

= 3

mm

INPI

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S

A =

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10

60

L=

Lma

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320

6

0 A

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0010

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INLI

NK.

AL

INBR

KT.A

LIN

STO

P.LS

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KT.A

LIN

BRKT

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INLI

NK.

AL

INST

OP.

LS

A =

100

10

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170

min

./15

00 m

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INBR

KT.1

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INBR

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BRKT

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INLI

NK.

LSIN

LIN

K.LS

L m

ax

3000

mm

A =

100

10

B =

170

min

./75

0 m

ax.

B

A =

100

10

50

165

250

L=

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x L

=Lm

ax

L=

Lma

x L

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ax-

A

INST

OP.

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STO

P.LS

INBR

KT.1

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BRKT

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INBR

KT.1

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BRKT

.1-2

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INBR

KT.1

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BRKT

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INLI

NK.

LSIN

LIN

K.LS

Min. 15 - Max. 18

Min. 1

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S

L

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Sprin

g w

ash

er

UN

I175

1-D

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w M

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(se

e t

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UN

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401

7:20

02-A

4-80

Ho

le-f

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12

Min

. 25

Hex

Spa

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17m

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ghte

ning

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17m

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App

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PE

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: 175

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1500

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1500

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LA L

UN

GH

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UN

I175

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R U

NI1

751-

DIN

127

(T=2

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m)

INFI

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LSFA

LL A

RR

EST

a/o

SU

SPEN

SIO

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ax=

1500

mm

Stan

dard

scr

ew le

ngth

- L

- [m

m]

2530

3540

4550

S M

in. [

mm

]5

1015

2025

30S

Max

. [m

m]

813

1823

2833

INLINK.AL

260

±2.

5

120 ±2.5

320

160

14

HEX

4

Serr

ag

gio

18N

mTi

gh

ten

ing

18N

m

A A

Me

zze

riaC

en

ter m

ark

1

2 3

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9515

0052

Co

nn

ett

ore

est

ruso

in a

llum

inio

R27

LS -

Alu

min

um

co

nn

ec

tor R

27LS

210

M60

6200

3G

ran

o M

8x12

A4

UN

I 592

7 -

Stu

d s

cre

w M

8x12

A4

UN

I 592

7 3

2S7

0043

0002

Spin

a a

llin

ea

me

nto

R27

LS -

Alig

nm

en

t p

in fo

r R27

LS

12

43

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

46.5

Ap

plic

are

pro

do

tto

an

ti-g

ripp

ag

gio

alle

viti

Ap

ply

an

ti-se

ize

po

du

ct

to s

cre

ws

250

5Po

sizio

ne

me

zze

riaC

en

ter m

ark

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9500

0002

Co

nn

ett

ore

ae

reo

in a

cc

iaio

ino

x -

Co

nn

ec

tion

pla

te R

27LS

21

S694

9900

02In

sert

o g

iun

zio

ne

rota

ia -

Ra

il ju

nc

tion

inse

rt3

6M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

46

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er

10.5

U17

51 D

IN12

75

2S7

0043

0002

Spin

a a

llin

ea

me

nto

R27

LS -

Alig

nm

en

t p

in fo

r R27

LS

54

14

32

165

80

122

±2.

5

50

14

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9501

0002

Sta

ffa

a “

Ω”

in a

cc

iaio

ino

x -

“Ω”

Sta

inle

ss s

tee

l bra

cke

t R

27LS

21

S700

9200

02In

sert

o fi

lett

ato

pe

r R27

LS -

Th

rea

de

d in

sert

for R

27LS

3

2M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

42

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

7

46

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

6

77

Ap

plic

are

pro

do

tto

a

nti-

grip

pa

gg

io s

ulle

viti

Ap

ply

an

ti-se

ize

pro

du

ct

on

sc

rew

s

23

41

76

14

5

116

50

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9502

0002

Sta

ffa

a “

S” in

ac

cia

io in

ox

- “S

” St

ain

less

ste

el b

rac

ket

R27

LS2

1M

061

17 0

3R

on

de

lla 1

0.5

U17

51 D

IN12

7 -

Wa

she

r 10.

5 U

1751

DIN

127

31

M60

6290

3V

ite U

NI E

N IS

O 4

017:

2002

- S

cre

w U

NI E

N IS

O 4

017:

2002

- M

10x2

5 -

A4

804

1S6

9497

0002

Inse

rto

fiss

ag

gio

rota

ia -

Fa

ste

nin

g n

ut

for r

ail

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

46

CH 17


6 77


32

14

91

51

- 71

105


3 2 1 4

50

14

5 51

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

74

Pos.

Q.ty

Co

de

De

scrip

tion

11

S695

0300

02St

aff

a a

“L”

in a

cc

iaio

ino

x -

“L”

sta

inle

ss s

tee

l bra

cke

t R

27LS

21

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

02In

sert

o fi

ssa

gg

io ro

taia

- F

ast

en

ing

nu

t fo

r ra

il

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

6

90

70

35

CH 17


101

Ap

plic

are

pro

do

tto

an

tigrip

pa

gg

ioA

pp

ly a

nti-

seiz

e p

rod

uc

t

321 4

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9504

0002

Sta

ffa

a “

C”

in a

cc

iaio

ino

x -

“C”

sta

inle

ss s

tee

l bra

cke

t R

27LS

21

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

02In

sert

o fi

ssa

gg

io ro

taia

- F

ast

en

ing

nu

t fo

r ra

il

20 30

14 5

0

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

60

160

120 ±2.5

5

14

HEX

4

Serr

ag

gio

18N

mTi

gh

ten

ing

18N

m

1 2

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9555

0052

Sta

ffa

est

rusa

in a

llum

inio

- E

xtru

de

d a

lum

inu

m b

rac

ket

22

M60

6200

3G

ran

o M

8x12

A4

UN

I 592

7 -

Stu

d s

cre

w M

8x12

A4

UN

I 592

7

8

43

CH 10


42

31

6

10

12

3

4

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9505

0002

Term

ina

le R

27LS

- E

nd

sto

p R

27LS

2

2M

6062

597

An

tivib

ran

te p

er t

erm

ina

le R

27LS

- D

am

pe

r fo

r en

dst

op

R27

LS3

2M

6062

303

Vite

M4x

10 T

BCE

ISO

7380

A4

- Sc

rew

M4x

10 T

BCE

ISO

7380

A4

42

M60

5720

8V

ite a

uto

ma

sch

ian

te M

6x25

DIN

7513

- S

elf

thre

ad

ing

sc

rew

M6x

25 D

IN75

13

300

0 +0 1

31

42

10.

5

L=

Lma

x-A

L

=Lm

ax

320

60

A =

100

10

A=

100

10

L m

ax

3000

mm IN

LIN

K.A

LIN

LIN

K.A

L

INBR

KT.A

LIN

STO

P.LS

INST

OP.

LS

Ma

x g

ap

= 3

mm

INPI

N.L

S

A =

100

10

60

L=

Lma

x

320

6

0 A

= 1

0010

L=

Lma

x-A

L

=Lm

ax

L=

Lma

x L

=Lm

ax-

A

INLI

NK.

AL

INBR

KT.A

LIN

STO

P.LS

INBR

KT.A

LIN

BRKT

.AL

INLI

NK.

AL

INST

OP.

LS

A =

100

10

B =

170

min

./15

00 m

ax.

L=

Lma

x

B

A =

100

10

50

165

250

L=

Lma

x-A

-B

INST

OP.

LSIN

STO

P.LS

INBR

KT.1

-2-3

-4IN

BRKT

.1-2

-3-4

INBR

KT.1

-2-3

-4IN

BRKT

.1-2

-3-4

INLI

NK.

LSIN

LIN

K.LS

L m

ax

3000

mm

A =

100

10

B =

170

min

./75

0 m

ax.

B

A =

100

10

50

165

250

L=

Lma

x L

=Lm

ax

L=

Lma

x L

=Lm

ax-

A

INST

OP.

LSIN

STO

P.LS

INBR

KT.1

-2-3

-4IN

BRKT

.1-2

-3-4

INBR

KT.1

-2-3

-4IN

BRKT

.1-2

-3-4

INBR

KT.1

-2-3

-4IN

BRKT

.1-2

-3-4

INLI

NK.

LSIN

LIN

K.LS

Min. 15 - Max. 18

Min. 1

Min. 0,5 T

2,2

S

L

INFI

X1.

LS

Sprin

g w

ash

er

UN

I175

1-D

IN12

7 B1

0,2

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w M

10xL

(se

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UN

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7:20

02-A

4-80

Ho

le-f

oro

12

Min

. 25

Hex

Spa

nner

17m

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ghte

ning

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Chi

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17m

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oppi

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App

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Serr

ag

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nn

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te R

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Ra

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nc

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UN

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401

7:20

02 -

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UN

I EN

ISO

401

7:20

02 -

M10

x25

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4 80

46

M 0

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75

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Spin

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me

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en

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54

14

32

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50

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Pos.

Q.t

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esc

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cc

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x -

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for R

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3

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UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

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4 80

42

M 0

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7

46

CH

17

Serr

ag

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77

Ap

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ply

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23

41

76

14

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50

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esc

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31

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Inse

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in lo

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14

91

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Serr

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73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

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101

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73

1M

6062

903

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UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

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4 80

41

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0

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160

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Pos.

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esc

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9555

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Sta

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est

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UN

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42

31

6

10

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3

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nd

sto

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An

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pe

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elf

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13

300

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5

L=

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INST

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INLI

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50

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INST

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INBR

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UN

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w M

10xL

(se

e t

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UN

I EN

ISO

401

7:20

02-A

4-80

Ho

le-f

oro

12

Min

. 25

Hex

Spa

nner

17m

mTi

ghte

ning

torq

ue =

80N

m

Chi

ave

Esa

gono

17m

m, c

oppi

a di

se

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gio=

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App

licar

e pr

odot

to

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rippa

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App

ly a

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pro

duct

40

20

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INST

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PE

SO

AL

ME

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LIN

EA

RE

: 175

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RR

EST

a/o

SU

SPEN

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1500

mm

Stan

dard

scr

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m]

2530

3540

4550

S M

in. [

mm

]5

1015

2025

30S

Max

. [m

m]

813

1823

2833

INBRKT.AL

260

±2.

5

120 ±2.5

320

160

14

HEX

4

Serr

ag

gio

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mTi

gh

ten

ing

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m

A A

Me

zze

riaC

en

ter m

ark

1

2 3

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9515

0052

Co

nn

ett

ore

est

ruso

in a

llum

inio

R27

LS -

Alu

min

um

co

nn

ec

tor R

27LS

210

M60

6200

3G

ran

o M

8x12

A4

UN

I 592

7 -

Stu

d s

cre

w M

8x12

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UN

I 592

7 3

2S7

0043

0002

Spin

a a

llin

ea

me

nto

R27

LS -

Alig

nm

en

t p

in fo

r R27

LS

12

43

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

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m

46.5

Ap

plic

are

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gio

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ply

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ti-se

ize

po

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cre

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ne

me

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en

ter m

ark

Pos.

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od

eD

esc

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n1

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9500

0002

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nn

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ore

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in a

cc

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ino

x -

Co

nn

ec

tion

pla

te R

27LS

21

S694

9900

02In

sert

o g

iun

zio

ne

rota

ia -

Ra

il ju

nc

tion

inse

rt3

6M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

46

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er

10.5

U17

51 D

IN12

75

2S7

0043

0002

Spin

a a

llin

ea

me

nto

R27

LS -

Alig

nm

en

t p

in fo

r R27

LS

54

14

32

165

80

122

±2.

5

50

14

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9501

0002

Sta

ffa

a “

Ω”

in a

cc

iaio

ino

x -

“Ω”

Sta

inle

ss s

tee

l bra

cke

t R

27LS

21

S700

9200

02In

sert

o fi

lett

ato

pe

r R27

LS -

Th

rea

de

d in

sert

for R

27LS

3

2M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

42

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

7

46

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

6

77

Ap

plic

are

pro

do

tto

a

nti-

grip

pa

gg

io s

ulle

viti

Ap

ply

an

ti-se

ize

pro

du

ct

on

sc

rew

s

23

41

76

14

5

116

50

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9502

0002

Sta

ffa

a “

S” in

ac

cia

io in

ox

- “S

” St

ain

less

ste

el b

rac

ket

R27

LS2

1M

061

17 0

3R

on

de

lla 1

0.5

U17

51 D

IN12

7 -

Wa

she

r 10.

5 U

1751

DIN

127

31

M60

6290

3V

ite U

NI E

N IS

O 4

017:

2002

- S

cre

w U

NI E

N IS

O 4

017:

2002

- M

10x2

5 -

A4

804

1S6

9497

0002

Inse

rto

fiss

ag

gio

rota

ia -

Fa

ste

nin

g n

ut

for r

ail

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

46

CH 17


6 77


32

14

91

51

- 71

105


3 2 1 4

50

14

5 51

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

74

Pos.

Q.ty

Co

de

De

scrip

tion

11

S695

0300

02St

aff

a a

“L”

in a

cc

iaio

ino

x -

“L”

sta

inle

ss s

tee

l bra

cke

t R

27LS

21

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

02In

sert

o fi

ssa

gg

io ro

taia

- F

ast

en

ing

nu

t fo

r ra

il

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

6

90

70

35

CH 17


101

Ap

plic

are

pro

do

tto

an

tigrip

pa

gg

ioA

pp

ly a

nti-

seiz

e p

rod

uc

t

321 4

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9504

0002

Sta

ffa

a “

C”

in a

cc

iaio

ino

x -

“C”

sta

inle

ss s

tee

l bra

cke

t R

27LS

21

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

02In

sert

o fi

ssa

gg

io ro

taia

- F

ast

en

ing

nu

t fo

r ra

il

20 30

14 5

0

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

60

160

120 ±2.5

5

14

HEX

4

Serr

ag

gio

18N

mTi

gh

ten

ing

18N

m

1 2

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9555

0052

Sta

ffa

est

rusa

in a

llum

inio

- E

xtru

de

d a

lum

inu

m b

rac

ket

22

M60

6200

3G

ran

o M

8x12

A4

UN

I 592

7 -

Stu

d s

cre

w M

8x12

A4

UN

I 592

7

8

43

CH 10


42

31

6

10

12

3

4

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9505

0002

Term

ina

le R

27LS

- E

nd

sto

p R

27LS

2

2M

6062

597

An

tivib

ran

te p

er t

erm

ina

le R

27LS

- D

am

pe

r fo

r en

dst

op

R27

LS3

2M

6062

303

Vite

M4x

10 T

BCE

ISO

7380

A4

- Sc

rew

M4x

10 T

BCE

ISO

7380

A4

42

M60

5720

8V

ite a

uto

ma

sch

ian

te M

6x25

DIN

7513

- S

elf

thre

ad

ing

sc

rew

M6x

25 D

IN75

13

300

0 +0 1

31

42

10.

5

L=

Lma

x-A

L

=Lm

ax

320

60

A =

100

10

A=

100

10

L m

ax

3000

mm IN

LIN

K.A

LIN

LIN

K.A

L

INBR

KT.A

LIN

STO

P.LS

INST

OP.

LS

Ma

x g

ap

= 3

mm

INPI

N.L

S

A =

100

10

60

L=

Lma

x

320

6

0 A

= 1

0010

L=

Lma

x-A

L

=Lm

ax

L=

Lma

x L

=Lm

ax-

A

INLI

NK.

AL

INBR

KT.A

LIN

STO

P.LS

INBR

KT.A

LIN

BRKT

.AL

INLI

NK.

AL

INST

OP.

LS

A =

100

10

B =

170

min

./15

00 m

ax.

L=

Lma

x

B

A =

100

10

50

165

250

L=

Lma

x-A

-B

INST

OP.

LSIN

STO

P.LS

INBR

KT.1

-2-3

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BRKT

.1-2

-3-4

INBR

KT.1

-2-3

-4IN

BRKT

.1-2

-3-4

INLI

NK.

LSIN

LIN

K.LS

L m

ax

3000

mm

A =

100

10

B =

170

min

./75

0 m

ax.

B

A =

100

10

50

165

250

L=

Lma

x L

=Lm

ax

L=

Lma

x L

=Lm

ax-

A

INST

OP.

LSIN

STO

P.LS

INBR

KT.1

-2-3

-4IN

BRKT

.1-2

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INBR

KT.1

-2-3

-4IN

BRKT

.1-2

-3-4

INBR

KT.1

-2-3

-4IN

BRKT

.1-2

-3-4

INLI

NK.

LSIN

LIN

K.LS

Min. 15 - Max. 18

Min. 1

Min. 0,5 T

2,2

S

L

INFI

X1.

LS

Sprin

g w

ash

er

UN

I175

1-D

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7 B1

0,2

Scre

w M

10xL

(se

e t

ab

le)

UN

I EN

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401

7:20

02-A

4-80

Ho

le-f

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12

Min

. 25

Hex

Spa

nner

17m

mTi

ghte

ning

torq

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m

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17m

m, c

oppi

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App

licar

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to

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pro

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20

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Ma

x g

ap

= 3

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10

A=

100

10

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PE

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AL

ME

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EA

RE

: 175

5.30

gr/m

MA

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1500

mm

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1500

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LA L

UN

GH

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A D

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UN

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1-D

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)

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NI1

751-

DIN

127

(T=2

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m)

INFI

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LSFA

LL A

RR

EST

a/o

SU

SPEN

SIO

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ax=

1500

mm

Stan

dard

scr

ew le

ngth

- L

- [m

m]

2530

3540

4550

S M

in. [

mm

]5

1015

2025

30S

Max

. [m

m]

813

1823

2833

34 ENGLISH 01/03/19

260

±2.

5

120 ±2.5

320

160

14

HEX

4

Serr

ag

gio

18N

mTi

gh

ten

ing

18N

m

A A

Me

zze

riaC

en

ter m

ark

1

2 3

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9515

0052

Co

nn

ett

ore

est

ruso

in a

llum

inio

R27

LS -

Alu

min

um

co

nn

ec

tor R

27LS

210

M60

6200

3G

ran

o M

8x12

A4

UN

I 592

7 -

Stu

d s

cre

w M

8x12

A4

UN

I 592

7 3

2S7

0043

0002

Spin

a a

llin

ea

me

nto

R27

LS -

Alig

nm

en

t p

in fo

r R27

LS

12

43

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

46.5

Ap

plic

are

pro

do

tto

an

ti-g

ripp

ag

gio

alle

viti

Ap

ply

an

ti-se

ize

po

du

ct

to s

cre

ws

250

5Po

sizio

ne

me

zze

riaC

en

ter m

ark

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9500

0002

Co

nn

ett

ore

ae

reo

in a

cc

iaio

ino

x -

Co

nn

ec

tion

pla

te R

27LS

21

S694

9900

02In

sert

o g

iun

zio

ne

rota

ia -

Ra

il ju

nc

tion

inse

rt3

6M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

46

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er

10.5

U17

51 D

IN12

75

2S7

0043

0002

Spin

a a

llin

ea

me

nto

R27

LS -

Alig

nm

en

t p

in fo

r R27

LS

54

14

32

165

80

122

±2.

5

50

14

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9501

0002

Sta

ffa

a “

Ω”

in a

cc

iaio

ino

x -

“Ω”

Sta

inle

ss s

tee

l bra

cke

t R

27LS

21

S700

9200

02In

sert

o fi

lett

ato

pe

r R27

LS -

Th

rea

de

d in

sert

for R

27LS

3

2M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

42

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

7

46

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

6

77

Ap

plic

are

pro

do

tto

a

nti-

grip

pa

gg

io s

ulle

viti

Ap

ply

an

ti-se

ize

pro

du

ct

on

sc

rew

s

23

41

76

14

5

116

50

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9502

0002

Sta

ffa

a “

S” in

ac

cia

io in

ox

- “S

” St

ain

less

ste

el b

rac

ket

R27

LS2

1M

061

17 0

3R

on

de

lla 1

0.5

U17

51 D

IN12

7 -

Wa

she

r 10.

5 U

1751

DIN

127

31

M60

6290

3V

ite U

NI E

N IS

O 4

017:

2002

- S

cre

w U

NI E

N IS

O 4

017:

2002

- M

10x2

5 -

A4

804

1S6

9497

0002

Inse

rto

fiss

ag

gio

rota

ia -

Fa

ste

nin

g n

ut

for r

ail

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

46

CH 17


6 77


32

14

91

51

- 71

105


3 2 1 4

50

14

5 51

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

74

Pos.

Q.ty

Co

de

De

scrip

tion

11

S695

0300

02St

aff

a a

“L”

in a

cc

iaio

ino

x -

“L”

sta

inle

ss s

tee

l bra

cke

t R

27LS

21

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

02In

sert

o fi

ssa

gg

io ro

taia

- F

ast

en

ing

nu

t fo

r ra

il

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

6

90

70

35

CH 17


101

Ap

plic

are

pro

do

tto

an

tigrip

pa

gg

ioA

pp

ly a

nti-

seiz

e p

rod

uc

t

321 4

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9504

0002

Sta

ffa

a “

C”

in a

cc

iaio

ino

x -

“C”

sta

inle

ss s

tee

l bra

cke

t R

27LS

21

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

02In

sert

o fi

ssa

gg

io ro

taia

- F

ast

en

ing

nu

t fo

r ra

il

20 30

14 5

0

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

60

160

120 ±2.5

5

14

HEX

4

Serr

ag

gio

18N

mTi

gh

ten

ing

18N

m

1 2

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9555

0052

Sta

ffa

est

rusa

in a

llum

inio

- E

xtru

de

d a

lum

inu

m b

rac

ket

22

M60

6200

3G

ran

o M

8x12

A4

UN

I 592

7 -

Stu

d s

cre

w M

8x12

A4

UN

I 592

7

8

43

CH 10


42

31

6

10

12

3

4

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9505

0002

Term

ina

le R

27LS

- E

nd

sto

p R

27LS

2

2M

6062

597

An

tivib

ran

te p

er t

erm

ina

le R

27LS

- D

am

pe

r fo

r en

dst

op

R27

LS3

2M

6062

303

Vite

M4x

10 T

BCE

ISO

7380

A4

- Sc

rew

M4x

10 T

BCE

ISO

7380

A4

42

M60

5720

8V

ite a

uto

ma

sch

ian

te M

6x25

DIN

7513

- S

elf

thre

ad

ing

sc

rew

M6x

25 D

IN75

13

300

0 +0 1

31

42

10.

5

L=

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ax

320

60

A =

100

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A=

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L m

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3000

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LIN

K.A

LIN

LIN

K.A

L

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INST

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INST

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00 m

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INST

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INLI

NK.

LSIN

LIN

K.LS

L m

ax

3000

mm

A =

100

10

B =

170

min

./75

0 m

ax.

B

A =

100

10

50

165

250

L=

Lma

x L

=Lm

ax

L=

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x L

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INST

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KT.1

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INLI

NK.

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Min. 15 - Max. 18

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UN

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UN

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m]

813

1823

2833

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260

±2.

5

120 ±2.5

320

160

14

HEX

4

Serr

ag

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ten

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A A

Me

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ter m

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1

2 3

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esc

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9515

0052

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nn

ett

ore

est

ruso

in a

llum

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R27

LS -

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min

um

co

nn

ec

tor R

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210

M60

6200

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o M

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UN

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7 -

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cre

w M

8x12

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UN

I 592

7 3

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0002

Spin

a a

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ea

me

nto

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en

t p

in fo

r R27

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12

43

CH

17

Serr

ag

gio

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gh

ten

ing

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m

46.5

Ap

plic

are

pro

do

tto

an

ti-g

ripp

ag

gio

alle

viti

Ap

ply

an

ti-se

ize

po

du

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to s

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250

5Po

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ne

me

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en

ter m

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Pos.

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esc

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n1

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9500

0002

Co

nn

ett

ore

ae

reo

in a

cc

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ino

x -

Co

nn

ec

tion

pla

te R

27LS

21

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9900

02In

sert

o g

iun

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ne

rota

ia -

Ra

il ju

nc

tion

inse

rt3

6M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

46

M 0

6117

03

Ro

nd

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10.

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1751

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127

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ash

er

10.5

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51 D

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75

2S7

0043

0002

Spin

a a

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ea

me

nto

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nm

en

t p

in fo

r R27

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54

14

32

165

80

122

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5

50

14

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9501

0002

Sta

ffa

a “

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in a

cc

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ino

x -

“Ω”

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inle

ss s

tee

l bra

cke

t R

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9200

02In

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o fi

lett

ato

pe

r R27

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Th

rea

de

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sert

for R

27LS

3

2M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

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4 80

42

M 0

6117

03

Ro

nd

ella

10.

5 U

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127

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ash

er 1

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U17

51 D

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7

46

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

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m

6

77

Ap

plic

are

pro

do

tto

a

nti-

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pa

gg

io s

ulle

viti

Ap

ply

an

ti-se

ize

pro

du

ct

on

sc

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s

23

41

76

14

5

116

50

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9502

0002

Sta

ffa

a “

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ac

cia

io in

ox

- “S

” St

ain

less

ste

el b

rac

ket

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061

17 0

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on

de

lla 1

0.5

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51 D

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7 -

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she

r 10.

5 U

1751

DIN

127

31

M60

6290

3V

ite U

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N IS

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017:

2002

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cre

w U

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N IS

O 4

017:

2002

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10x2

5 -

A4

804

1S6

9497

0002

Inse

rto

fiss

ag

gio

rota

ia -

Fa

ste

nin

g n

ut

for r

ail

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

46

CH 17


6 77


32

14

91

51

- 71

105


3 2 1 4

50

14

5 51

CH

17

Serr

ag

gio

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mTi

gh

ten

ing

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m

74

Pos.

Q.ty

Co

de

De

scrip

tion

11

S695

0300

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a a

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in a

cc

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ino

x -

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sta

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l bra

cke

t R

27LS

21

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03

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ella

10.

5 U

1751

DIN

127

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ash

er 1

0.5

U17

51 D

IN12

73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

02In

sert

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ssa

gg

io ro

taia

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ast

en

ing

nu

t fo

r ra

il

Dire

zio

ne

pre

vale

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ca

rico

Ma

in lo

ad

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ctio

n

6

90

70

35

CH 17


101

Ap

plic

are

pro

do

tto

an

tigrip

pa

gg

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pp

ly a

nti-

seiz

e p

rod

uc

t

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Pos.

Q.t

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od

eD

esc

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n1

1S6

9504

0002

Sta

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a “

C”

in a

cc

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ino

x -

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sta

inle

ss s

tee

l bra

cke

t R

27LS

21

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03

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10.

5 U

1751

DIN

127

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ash

er 1

0.5

U17

51 D

IN12

73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

02In

sert

o fi

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io ro

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ast

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nu

t fo

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20 30

14 5

0

Dire

zio

ne

pre

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nte

ca

rico

Ma

in lo

ad

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n

60

160

120 ±2.5

5

14

HEX

4

Serr

ag

gio

18N

mTi

gh

ten

ing

18N

m

1 2

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9555

0052

Sta

ffa

est

rusa

in a

llum

inio

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xtru

de

d a

lum

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m b

rac

ket

22

M60

6200

3G

ran

o M

8x12

A4

UN

I 592

7 -

Stu

d s

cre

w M

8x12

A4

UN

I 592

7

8

43

CH 10


42

31

6

10

12

3

4

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9505

0002

Term

ina

le R

27LS

- E

nd

sto

p R

27LS

2

2M

6062

597

An

tivib

ran

te p

er t

erm

ina

le R

27LS

- D

am

pe

r fo

r en

dst

op

R27

LS3

2M

6062

303

Vite

M4x

10 T

BCE

ISO

7380

A4

- Sc

rew

M4x

10 T

BCE

ISO

7380

A4

42

M60

5720

8V

ite a

uto

ma

sch

ian

te M

6x25

DIN

7513

- S

elf

thre

ad

ing

sc

rew

M6x

25 D

IN75

13

300

0 +0 1

31

42

10.

5

L=

Lma

x-A

L

=Lm

ax

320

60

A =

100

10

A=

100

10

L m

ax

3000

mm IN

LIN

K.A

LIN

LIN

K.A

L

INBR

KT.A

LIN

STO

P.LS

INST

OP.

LS

Ma

x g

ap

= 3

mm

INPI

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S

A =

100

10

60

L=

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x

320

6

0 A

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L=

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A

INLI

NK.

AL

INBR

KT.A

LIN

STO

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INBR

KT.A

LIN

BRKT

.AL

INLI

NK.

AL

INST

OP.

LS

A =

100

10

B =

170

min

./15

00 m

ax.

L=

Lma

x

B

A =

100

10

50

165

250

L=

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x-A

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INST

OP.

LSIN

STO

P.LS

INBR

KT.1

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BRKT

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INBR

KT.1

-2-3

-4IN

BRKT

.1-2

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INLI

NK.

LSIN

LIN

K.LS

L m

ax

3000

mm

A =

100

10

B =

170

min

./75

0 m

ax.

B

A =

100

10

50

165

250

L=

Lma

x L

=Lm

ax

L=

Lma

x L

=Lm

ax-

A

INST

OP.

LSIN

STO

P.LS

INBR

KT.1

-2-3

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BRKT

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INBR

KT.1

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BRKT

.1-2

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INBR

KT.1

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BRKT

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INLI

NK.

LSIN

LIN

K.LS

Min. 15 - Max. 18

Min. 1

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S

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INFI

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UN

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w M

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(se

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le)

UN

I EN

ISO

401

7:20

02-A

4-80

Ho

le-f

oro

12

Min

. 25

Hex

Spa

nner

17m

mTi

ghte

ning

torq

ue =

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m

Chi

ave

Esa

gono

17m

m, c

oppi

a di

se

rrag

gio=

80N

m

App

licar

e pr

odot

to

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rippa

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App

ly a

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eize

pro

duct

40

20

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10

INST

OP.

LSIN

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Ma

x g

ap

= 3

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INPI

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PE

SO

AL

ME

TRO

LIN

EA

RE

: 175

5.30

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MA

SS

PE

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1500

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LA L

UN

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AS

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751-

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127

(T=2

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m)

INFI

X1.

LSFA

LL A

RR

EST

a/o

SU

SPEN

SIO

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ax=

1500

mm

Stan

dard

scr

ew le

ngth

- L

- [m

m]

2530

3540

4550

S M

in. [

mm

]5

1015

2025

30S

Max

. [m

m]

813

1823

2833

01/03/19 ENGLISH 35

260

±2.

5

120 ±2.5

320

160

14

HEX

4

Serr

ag

gio

18N

mTi

gh

ten

ing

18N

m

A A

Me

zze

riaC

en

ter m

ark

1

2 3

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9515

0052

Co

nn

ett

ore

est

ruso

in a

llum

inio

R27

LS -

Alu

min

um

co

nn

ec

tor R

27LS

210

M60

6200

3G

ran

o M

8x12

A4

UN

I 592

7 -

Stu

d s

cre

w M

8x12

A4

UN

I 592

7 3

2S7

0043

0002

Spin

a a

llin

ea

me

nto

R27

LS -

Alig

nm

en

t p

in fo

r R27

LS

12

43

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

46.5

Ap

plic

are

pro

do

tto

an

ti-g

ripp

ag

gio

alle

viti

Ap

ply

an

ti-se

ize

po

du

ct

to s

cre

ws

250

5Po

sizio

ne

me

zze

riaC

en

ter m

ark

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9500

0002

Co

nn

ett

ore

ae

reo

in a

cc

iaio

ino

x -

Co

nn

ec

tion

pla

te R

27LS

21

S694

9900

02In

sert

o g

iun

zio

ne

rota

ia -

Ra

il ju

nc

tion

inse

rt3

6M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

46

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er

10.5

U17

51 D

IN12

75

2S7

0043

0002

Spin

a a

llin

ea

me

nto

R27

LS -

Alig

nm

en

t p

in fo

r R27

LS

54

14

32

165

80

122

±2.

5

50

14

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9501

0002

Sta

ffa

a “

Ω”

in a

cc

iaio

ino

x -

“Ω”

Sta

inle

ss s

tee

l bra

cke

t R

27LS

21

S700

9200

02In

sert

o fi

lett

ato

pe

r R27

LS -

Th

rea

de

d in

sert

for R

27LS

3

2M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

42

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

7

46

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

6

77

Ap

plic

are

pro

do

tto

a

nti-

grip

pa

gg

io s

ulle

viti

Ap

ply

an

ti-se

ize

pro

du

ct

on

sc

rew

s

23

41

76

14

5

116

50

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9502

0002

Sta

ffa

a “

S” in

ac

cia

io in

ox

- “S

” St

ain

less

ste

el b

rac

ket

R27

LS2

1M

061

17 0

3R

on

de

lla 1

0.5

U17

51 D

IN12

7 -

Wa

she

r 10.

5 U

1751

DIN

127

31

M60

6290

3V

ite U

NI E

N IS

O 4

017:

2002

- S

cre

w U

NI E

N IS

O 4

017:

2002

- M

10x2

5 -

A4

804

1S6

9497

0002

Inse

rto

fiss

ag

gio

rota

ia -

Fa

ste

nin

g n

ut

for r

ail

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

46

CH 17


6 77


32

14

91

51

- 71

105


3 2 1 4

50

14

5 51

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

74

Pos.

Q.ty

Co

de

De

scrip

tion

11

S695

0300

02St

aff

a a

“L”

in a

cc

iaio

ino

x -

“L”

sta

inle

ss s

tee

l bra

cke

t R

27LS

21

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

02In

sert

o fi

ssa

gg

io ro

taia

- F

ast

en

ing

nu

t fo

r ra

il

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

6

90

70

35

CH 17


101

Ap

plic

are

pro

do

tto

an

tigrip

pa

gg

ioA

pp

ly a

nti-

seiz

e p

rod

uc

t

321 4

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9504

0002

Sta

ffa

a “

C”

in a

cc

iaio

ino

x -

“C”

sta

inle

ss s

tee

l bra

cke

t R

27LS

21

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

02In

sert

o fi

ssa

gg

io ro

taia

- F

ast

en

ing

nu

t fo

r ra

il

20 30

14 5

0

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

60

160

120 ±2.5

5

14

HEX

4

Serr

ag

gio

18N

mTi

gh

ten

ing

18N

m

1 2

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9555

0052

Sta

ffa

est

rusa

in a

llum

inio

- E

xtru

de

d a

lum

inu

m b

rac

ket

22

M60

6200

3G

ran

o M

8x12

A4

UN

I 592

7 -

Stu

d s

cre

w M

8x12

A4

UN

I 592

7

8

43

CH 10


42

31

6

10

12

3

4

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9505

0002

Term

ina

le R

27LS

- E

nd

sto

p R

27LS

2

2M

6062

597

An

tivib

ran

te p

er t

erm

ina

le R

27LS

- D

am

pe

r fo

r en

dst

op

R27

LS3

2M

6062

303

Vite

M4x

10 T

BCE

ISO

7380

A4

- Sc

rew

M4x

10 T

BCE

ISO

7380

A4

42

M60

5720

8V

ite a

uto

ma

sch

ian

te M

6x25

DIN

7513

- S

elf

thre

ad

ing

sc

rew

M6x

25 D

IN75

13

300

0 +0 1

31

42

10.

5

L=

Lma

x-A

L

=Lm

ax

320

60

A =

100

10

A=

100

10

L m

ax

3000

mm IN

LIN

K.A

LIN

LIN

K.A

L

INBR

KT.A

LIN

STO

P.LS

INST

OP.

LS

Ma

x g

ap

= 3

mm

INPI

N.L

S

A =

100

10

60

L=

Lma

x

320

6

0 A

= 1

0010

L=

Lma

x-A

L

=Lm

ax

L=

Lma

x L

=Lm

ax-

A

INLI

NK.

AL

INBR

KT.A

LIN

STO

P.LS

INBR

KT.A

LIN

BRKT

.AL

INLI

NK.

AL

INST

OP.

LS

A =

100

10

B =

170

min

./15

00 m

ax.

L=

Lma

x

B

A =

100

10

50

165

250

L=

Lma

x-A

-B

INST

OP.

LSIN

STO

P.LS

INBR

KT.1

-2-3

-4IN

BRKT

.1-2

-3-4

INBR

KT.1

-2-3

-4IN

BRKT

.1-2

-3-4

INLI

NK.

LSIN

LIN

K.LS

L m

ax

3000

mm

A =

100

10

B =

170

min

./75

0 m

ax.

B

A =

100

10

50

165

250

L=

Lma

x L

=Lm

ax

L=

Lma

x L

=Lm

ax-

A

INST

OP.

LSIN

STO

P.LS

INBR

KT.1

-2-3

-4IN

BRKT

.1-2

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INBR

KT.1

-2-3

-4IN

BRKT

.1-2

-3-4

INBR

KT.1

-2-3

-4IN

BRKT

.1-2

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INLI

NK.

LSIN

LIN

K.LS

Min. 15 - Max. 18

Min. 1

Min. 0,5 T

2,2

S

L

INFI

X1.

LS

Sprin

g w

ash

er

UN

I175

1-D

IN12

7 B1

0,2

Scre

w M

10xL

(se

e t

ab

le)

UN

I EN

ISO

401

7:20

02-A

4-80

Ho

le-f

oro

12

Min

. 25

Hex

Spa

nner

17m

mTi

ghte

ning

torq

ue =

80N

m

Chi

ave

Esa

gono

17m

m, c

oppi

a di

se

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80N

m

App

licar

e pr

odot

to

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pro

duct

40

20

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INST

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x g

ap

= 3

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100

10

A=

100

10

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Lm

ax

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INFI

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FIX

1.LS

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1.LS

INFI

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PE

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AL

ME

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EA

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: 175

5.30

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MA

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30 g

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1500

mm

L m

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1500

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LA L

UN

GH

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A D

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10,2

UN

I175

1-D

IN12

7 (T

=2,2

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)

SC

RE

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EN

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CH

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BE

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TH

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AR

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ND

AR

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10,2

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AS

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R U

NI1

751-

DIN

127

(T=2

,2m

m)

INFI

X1.

LSFA

LL A

RR

EST

a/o

SU

SPEN

SIO

NLm

ax=

1500

mm

Stan

dard

scr

ew le

ngth

- L

- [m

m]

2530

3540

4550

S M

in. [

mm

]5

1015

2025

30S

Max

. [m

m]

813

1823

2833

INBRKT.1

260

±2.

5

120 ±2.5

320

160

14

HEX

4

Serr

ag

gio

18N

mTi

gh

ten

ing

18N

m

A A

Me

zze

riaC

en

ter m

ark

1

2 3

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9515

0052

Co

nn

ett

ore

est

ruso

in a

llum

inio

R27

LS -

Alu

min

um

co

nn

ec

tor R

27LS

210

M60

6200

3G

ran

o M

8x12

A4

UN

I 592

7 -

Stu

d s

cre

w M

8x12

A4

UN

I 592

7 3

2S7

0043

0002

Spin

a a

llin

ea

me

nto

R27

LS -

Alig

nm

en

t p

in fo

r R27

LS

12

43

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

46.5

Ap

plic

are

pro

do

tto

an

ti-g

ripp

ag

gio

alle

viti

Ap

ply

an

ti-se

ize

po

du

ct

to s

cre

ws

250

5Po

sizio

ne

me

zze

riaC

en

ter m

ark

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9500

0002

Co

nn

ett

ore

ae

reo

in a

cc

iaio

ino

x -

Co

nn

ec

tion

pla

te R

27LS

21

S694

9900

02In

sert

o g

iun

zio

ne

rota

ia -

Ra

il ju

nc

tion

inse

rt3

6M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

46

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er

10.5

U17

51 D

IN12

75

2S7

0043

0002

Spin

a a

llin

ea

me

nto

R27

LS -

Alig

nm

en

t p

in fo

r R27

LS

54

14

32

165

80

122

±2.

5

50

14

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9501

0002

Sta

ffa

a “

Ω”

in a

cc

iaio

ino

x -

“Ω”

Sta

inle

ss s

tee

l bra

cke

t R

27LS

21

S700

9200

02In

sert

o fi

lett

ato

pe

r R27

LS -

Th

rea

de

d in

sert

for R

27LS

3

2M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

42

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

7

46

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

6

77

Ap

plic

are

pro

do

tto

a

nti-

grip

pa

gg

io s

ulle

viti

Ap

ply

an

ti-se

ize

pro

du

ct

on

sc

rew

s

23

41

76

14

5

116

50

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9502

0002

Sta

ffa

a “

S” in

ac

cia

io in

ox

- “S

” St

ain

less

ste

el b

rac

ket

R27

LS2

1M

061

17 0

3R

on

de

lla 1

0.5

U17

51 D

IN12

7 -

Wa

she

r 10.

5 U

1751

DIN

127

31

M60

6290

3V

ite U

NI E

N IS

O 4

017:

2002

- S

cre

w U

NI E

N IS

O 4

017:

2002

- M

10x2

5 -

A4

804

1S6

9497

0002

Inse

rto

fiss

ag

gio

rota

ia -

Fa

ste

nin

g n

ut

for r

ail

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

46

CH 17


6 77


32

14

91

51

- 71

105


3 2 1 4

50

14

5 51

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

74

Pos.

Q.ty

Co

de

De

scrip

tion

11

S695

0300

02St

aff

a a

“L”

in a

cc

iaio

ino

x -

“L”

sta

inle

ss s

tee

l bra

cke

t R

27LS

21

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

02In

sert

o fi

ssa

gg

io ro

taia

- F

ast

en

ing

nu

t fo

r ra

il

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

6

90 7

0

35

CH 17


101

Ap

plic

are

pro

do

tto

an

tigrip

pa

gg

ioA

pp

ly a

nti-

seiz

e p

rod

uc

t

321 4

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9504

0002

Sta

ffa

a “

C”

in a

cc

iaio

ino

x -

“C”

sta

inle

ss s

tee

l bra

cke

t R

27LS

21

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

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ash

er 1

0.5

U17

51 D

IN12

73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

02In

sert

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ssa

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ast

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0

Dire

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pre

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in lo

ad

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160

120 ±2.5

5

14

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4

Serr

ag

gio

18N

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gh

ten

ing

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m

1 2

Pos.

Q.t

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esc

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n1

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9555

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Sta

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6

10

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Pos.

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0002

Term

ina

le R

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nd

sto

p R

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An

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pe

r fo

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elf

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5

L=

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INLI

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50

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INST

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mm

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Max

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m]

813

1823

2833

36 ENGLISH 01/03/19

260

±2.

5

120 ±2.5

320

160

14

HEX

4

Serr

ag

gio

18N

mTi

gh

ten

ing

18N

m

A A

Me

zze

riaC

en

ter m

ark

1

2 3

Pos.

Q.t

yC

od

eD

esc

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n1

1S6

9515

0052

Co

nn

ett

ore

est

ruso

in a

llum

inio

R27

LS -

Alu

min

um

co

nn

ec

tor R

27LS

210

M60

6200

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ran

o M

8x12

A4

UN

I 592

7 -

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d s

cre

w M

8x12

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UN

I 592

7 3

2S7

0043

0002

Spin

a a

llin

ea

me

nto

R27

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nm

en

t p

in fo

r R27

LS

12

43

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

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m

46.5

Ap

plic

are

pro

do

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an

ti-g

ripp

ag

gio

alle

viti

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ply

an

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po

du

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to s

cre

ws

250

5Po

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ne

me

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en

ter m

ark

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9500

0002

Co

nn

ett

ore

ae

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in a

cc

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ino

x -

Co

nn

ec

tion

pla

te R

27LS

21

S694

9900

02In

sert

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ne

rota

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Ra

il ju

nc

tion

inse

rt3

6M

6062

903

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UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

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4 80

46

M 0

6117

03

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nd

ella

10.

5 U

1751

DIN

127

- W

ash

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10.5

U17

51 D

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75

2S7

0043

0002

Spin

a a

llin

ea

me

nto

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nm

en

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in fo

r R27

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14

32

165

80

122

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5

50

14

Pos.

Q.t

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esc

riptio

n1

1S6

9501

0002

Sta

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a “

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cc

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x -

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ss s

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cke

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9200

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pe

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Th

rea

de

d in

sert

for R

27LS

3

2M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

42

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

7

46

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

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m

6

77

Ap

plic

are

pro

do

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pa

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ply

an

ti-se

ize

pro

du

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on

sc

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s

23

41

76

14

5

116

50

Pos.

Q.t

yC

od

eD

esc

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n1

1S6

9502

0002

Sta

ffa

a “

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ac

cia

io in

ox

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” St

ain

less

ste

el b

rac

ket

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17 0

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on

de

lla 1

0.5

U17

51 D

IN12

7 -

Wa

she

r 10.

5 U

1751

DIN

127

31

M60

6290

3V

ite U

NI E

N IS

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017:

2002

- S

cre

w U

NI E

N IS

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017:

2002

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10x2

5 -

A4

804

1S6

9497

0002

Inse

rto

fiss

ag

gio

rota

ia -

Fa

ste

nin

g n

ut

for r

ail

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zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

46

CH 17


6 77


32

14

91

51

- 71

105


3 2 1 4

50

14

5 51

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

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m

74

Pos.

Q.ty

Co

de

De

scrip

tion

11

S695

0300

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a a

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in a

cc

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ino

x -

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sta

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tee

l bra

cke

t R

27LS

21

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03

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ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

02In

sert

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ssa

gg

io ro

taia

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nu

t fo

r ra

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Dire

zio

ne

pre

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ca

rico

Ma

in lo

ad

dire

ctio

n

6

90

70

35

CH 17


101

Ap

plic

are

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do

tto

an

tigrip

pa

gg

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pp

ly a

nti-

seiz

e p

rod

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t

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Pos.

Q.t

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od

eD

esc

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n1

1S6

9504

0002

Sta

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a “

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in a

cc

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x -

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sta

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ss s

tee

l bra

cke

t R

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10.

5 U

1751

DIN

127

- W

ash

er 1

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U17

51 D

IN12

73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

02In

sert

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io ro

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20 30

14 5

0

Dire

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ne

pre

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ca

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Ma

in lo

ad

dire

ctio

n

60

160

120 ±2.5

5

14

HEX

4

Serr

ag

gio

18N

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gh

ten

ing

18N

m

1 2

Pos.

Q.t

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od

eD

esc

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n1

1S6

9555

0052

Sta

ffa

est

rusa

in a

llum

inio

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xtru

de

d a

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inu

m b

rac

ket

22

M60

6200

3G

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o M

8x12

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UN

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7 -

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d s

cre

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8x12

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UN

I 592

7

8

43

CH 10


42

31

6

10

12

3

4

Pos.

Q.t

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esc

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n1

1S6

9505

0002

Term

ina

le R

27LS

- E

nd

sto

p R

27LS

2

2M

6062

597

An

tivib

ran

te p

er t

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le R

27LS

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am

pe

r fo

r en

dst

op

R27

LS3

2M

6062

303

Vite

M4x

10 T

BCE

ISO

7380

A4

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rew

M4x

10 T

BCE

ISO

7380

A4

42

M60

5720

8V

ite a

uto

ma

sch

ian

te M

6x25

DIN

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elf

thre

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ing

sc

rew

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25 D

IN75

13

300

0 +0 1

31

42

10.

5

L=

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x-A

L

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ax

320

60

A =

100

10

A=

100

10

L m

ax

3000

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LIN

K.A

LIN

LIN

K.A

L

INBR

KT.A

LIN

STO

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INST

OP.

LS

Ma

x g

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KT.A

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BRKT

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NK.

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INST

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00 m

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10

50

165

250

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INST

OP.

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INBR

KT.1

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BRKT

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INBR

KT.1

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BRKT

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INLI

NK.

LSIN

LIN

K.LS

L m

ax

3000

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A =

100

10

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0 m

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A =

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10

50

165

250

L=

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x L

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ax

L=

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INST

OP.

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STO

P.LS

INBR

KT.1

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BRKT

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INBR

KT.1

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BRKT

.1-2

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INBR

KT.1

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BRKT

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INLI

NK.

LSIN

LIN

K.LS

Min. 15 - Max. 18

Min. 1

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S

L

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Sprin

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UN

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w M

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(se

e t

ab

le)

UN

I EN

ISO

401

7:20

02-A

4-80

Ho

le-f

oro

12

Min

. 25

Hex

Spa

nner

17m

mTi

ghte

ning

torq

ue =

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m

Chi

ave

Esa

gono

17m

m, c

oppi

a di

se

rrag

gio=

80N

m

App

licar

e pr

odot

to

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rippa

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App

ly a

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eize

pro

duct

40

20

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10

INST

OP.

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Ma

x g

ap

= 3

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S

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10

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100

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ax

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10

INFI

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X1.

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FIX

1.LS

PE

SO

AL

ME

TRO

LIN

EA

RE

: 175

5.30

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MA

SS

PE

R M

ETE

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1500

mm

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LA L

UN

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cre

w U

NI E

N IS

O 4

017:

2002

- M

10x2

5 -

A4

804

1S6

9497

0002

Inse

rto

fiss

ag

gio

rota

ia -

Fa

ste

nin

g n

ut

for r

ail

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

46

CH 17


6 77


32

14

91

51

- 71

105


3 2 1 4

50

14

5 51

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

74

Pos.

Q.ty

Co

de

De

scrip

tion

11

S695

0300

02St

aff

a a

“L”

in a

cc

iaio

ino

x -

“L”

sta

inle

ss s

tee

l bra

cke

t R

27LS

21

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

02In

sert

o fi

ssa

gg

io ro

taia

- F

ast

en

ing

nu

t fo

r ra

il

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

6

90

70

35

CH 17


101

Ap

plic

are

pro

do

tto

an

tigrip

pa

gg

ioA

pp

ly a

nti-

seiz

e p

rod

uc

t

321 4

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9504

0002

Sta

ffa

a “

C”

in a

cc

iaio

ino

x -

“C”

sta

inle

ss s

tee

l bra

cke

t R

27LS

21

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

02In

sert

o fi

ssa

gg

io ro

taia

- F

ast

en

ing

nu

t fo

r ra

il

20 30

14 5

0

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

60

160

120 ±2.5

5

14

HEX

4

Serr

ag

gio

18N

mTi

gh

ten

ing

18N

m

1 2

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9555

0052

Sta

ffa

est

rusa

in a

llum

inio

- E

xtru

de

d a

lum

inu

m b

rac

ket

22

M60

6200

3G

ran

o M

8x12

A4

UN

I 592

7 -

Stu

d s

cre

w M

8x12

A4

UN

I 592

7

8

43

CH 10


42

31

6

10

12

3

4

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9505

0002

Term

ina

le R

27LS

- E

nd

sto

p R

27LS

2

2M

6062

597

An

tivib

ran

te p

er t

erm

ina

le R

27LS

- D

am

pe

r fo

r en

dst

op

R27

LS3

2M

6062

303

Vite

M4x

10 T

BCE

ISO

7380

A4

- Sc

rew

M4x

10 T

BCE

ISO

7380

A4

42

M60

5720

8V

ite a

uto

ma

sch

ian

te M

6x25

DIN

7513

- S

elf

thre

ad

ing

sc

rew

M6x

25 D

IN75

13

300

0 +0 1

31

42

10.

5

L=

Lma

x-A

L

=Lm

ax

320

60

A =

100

10

A=

100

10

L m

ax

3000

mm IN

LIN

K.A

LIN

LIN

K.A

L

INBR

KT.A

LIN

STO

P.LS

INST

OP.

LS

Ma

x g

ap

= 3

mm

INPI

N.L

S

A =

100

10

60

L=

Lma

x

320

6

0 A

= 1

0010

L=

Lma

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L

=Lm

ax

L=

Lma

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ax-

A

INLI

NK.

AL

INBR

KT.A

LIN

STO

P.LS

INBR

KT.A

LIN

BRKT

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INLI

NK.

AL

INST

OP.

LS

A =

100

10

B =

170

min

./15

00 m

ax.

L=

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x

B

A =

100

10

50

165

250

L=

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INST

OP.

LSIN

STO

P.LS

INBR

KT.1

-2-3

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BRKT

.1-2

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INBR

KT.1

-2-3

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BRKT

.1-2

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INLI

NK.

LSIN

LIN

K.LS

L m

ax

3000

mm

A =

100

10

B =

170

min

./75

0 m

ax.

B

A =

100

10

50

165

250

L=

Lma

x L

=Lm

ax

L=

Lma

x L

=Lm

ax-

A

INST

OP.

LSIN

STO

P.LS

INBR

KT.1

-2-3

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BRKT

.1-2

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INBR

KT.1

-2-3

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BRKT

.1-2

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INBR

KT.1

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BRKT

.1-2

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INLI

NK.

LSIN

LIN

K.LS

Min. 15 - Max. 18

Min. 1

Min. 0,5 T

2,2

S

L

INFI

X1.

LS

Sprin

g w

ash

er

UN

I175

1-D

IN12

7 B1

0,2

Scre

w M

10xL

(se

e t

ab

le)

UN

I EN

ISO

401

7:20

02-A

4-80

Ho

le-f

oro

12

Min

. 25

Hex

Spa

nner

17m

mTi

ghte

ning

torq

ue =

80N

m

Chi

ave

Esa

gono

17m

m, c

oppi

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se

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App

licar

e pr

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to

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40

20

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INST

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Ma

x g

ap

= 3

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INPI

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A=

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10

A=

100

10

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INFI

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FIX

1.LS

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1.LS

INFI

X1.

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FIX

1.LS

PE

SO

AL

ME

TRO

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EA

RE

: 175

5.30

gr/m

MA

SS

PE

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R: 1

755.

30 g

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L m

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1500

mm

L m

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1500

mm

LA L

UN

GH

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A D

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TA

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10,2

UN

I175

1-D

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7 (T

=2,2

mm

)

SC

RE

W L

EN

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MU

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BE

CH

OS

EN

AC

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RD

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TO

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OF

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TH

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LE A

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AR

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CR

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ND

AR

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10,2

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AS

HE

R U

NI1

751-

DIN

127

(T=2

,2m

m)

INFI

X1.

LSFA

LL A

RR

EST

a/o

SU

SPEN

SIO

NLm

ax=

1500

mm

Stan

dard

scr

ew le

ngth

- L

- [m

m]

2530

3540

4550

S M

in. [

mm

]5

1015

2025

30S

Max

. [m

m]

813

1823

2833

INBRKT.3

260

±2.

5

120 ±2.5

320

160

14

HEX

4

Serr

ag

gio

18N

mTi

gh

ten

ing

18N

m

A A

Me

zze

riaC

en

ter m

ark

1

2 3

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9515

0052

Co

nn

ett

ore

est

ruso

in a

llum

inio

R27

LS -

Alu

min

um

co

nn

ec

tor R

27LS

210

M60

6200

3G

ran

o M

8x12

A4

UN

I 592

7 -

Stu

d s

cre

w M

8x12

A4

UN

I 592

7 3

2S7

0043

0002

Spin

a a

llin

ea

me

nto

R27

LS -

Alig

nm

en

t p

in fo

r R27

LS

12

43

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

46.5

Ap

plic

are

pro

do

tto

an

ti-g

ripp

ag

gio

alle

viti

Ap

ply

an

ti-se

ize

po

du

ct

to s

cre

ws

250

5Po

sizio

ne

me

zze

riaC

en

ter m

ark

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9500

0002

Co

nn

ett

ore

ae

reo

in a

cc

iaio

ino

x -

Co

nn

ec

tion

pla

te R

27LS

21

S694

9900

02In

sert

o g

iun

zio

ne

rota

ia -

Ra

il ju

nc

tion

inse

rt3

6M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

46

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er

10.5

U17

51 D

IN12

75

2S7

0043

0002

Spin

a a

llin

ea

me

nto

R27

LS -

Alig

nm

en

t p

in fo

r R27

LS

54

14

32

165

80

122

±2.

5

50

14

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9501

0002

Sta

ffa

a “

Ω”

in a

cc

iaio

ino

x -

“Ω”

Sta

inle

ss s

tee

l bra

cke

t R

27LS

21

S700

9200

02In

sert

o fi

lett

ato

pe

r R27

LS -

Th

rea

de

d in

sert

for R

27LS

3

2M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

42

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

7

46

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

6

77

Ap

plic

are

pro

do

tto

a

nti-

grip

pa

gg

io s

ulle

viti

Ap

ply

an

ti-se

ize

pro

du

ct

on

sc

rew

s

23

41

76

14

5

116

50

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9502

0002

Sta

ffa

a “

S” in

ac

cia

io in

ox

- “S

” St

ain

less

ste

el b

rac

ket

R27

LS2

1M

061

17 0

3R

on

de

lla 1

0.5

U17

51 D

IN12

7 -

Wa

she

r 10.

5 U

1751

DIN

127

31

M60

6290

3V

ite U

NI E

N IS

O 4

017:

2002

- S

cre

w U

NI E

N IS

O 4

017:

2002

- M

10x2

5 -

A4

804

1S6

9497

0002

Inse

rto

fiss

ag

gio

rota

ia -

Fa

ste

nin

g n

ut

for r

ail

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

46

CH 17


6 77


32

14

91

51

- 71

105


3 2 1 4

50

14

5 51

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

74

Pos.

Q.ty

Co

de

De

scrip

tion

11

S695

0300

02St

aff

a a

“L”

in a

cc

iaio

ino

x -

“L”

sta

inle

ss s

tee

l bra

cke

t R

27LS

21

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

02In

sert

o fi

ssa

gg

io ro

taia

- F

ast

en

ing

nu

t fo

r ra

il

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

6

90

70

35

CH 17


101

Ap

plic

are

pro

do

tto

an

tigrip

pa

gg

ioA

pp

ly a

nti-

seiz

e p

rod

uc

t

321 4

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9504

0002

Sta

ffa

a “

C”

in a

cc

iaio

ino

x -

“C”

sta

inle

ss s

tee

l bra

cke

t R

27LS

21

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

02In

sert

o fi

ssa

gg

io ro

taia

- F

ast

en

ing

nu

t fo

r ra

il

20 30

14 5

0

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

60

160

120 ±2.5

5

14

HEX

4

Serr

ag

gio

18N

mTi

gh

ten

ing

18N

m

1 2

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9555

0052

Sta

ffa

est

rusa

in a

llum

inio

- E

xtru

de

d a

lum

inu

m b

rac

ket

22

M60

6200

3G

ran

o M

8x12

A4

UN

I 592

7 -

Stu

d s

cre

w M

8x12

A4

UN

I 592

7

8

43

CH 10


42

31

6

10

12

3

4

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9505

0002

Term

ina

le R

27LS

- E

nd

sto

p R

27LS

2

2M

6062

597

An

tivib

ran

te p

er t

erm

ina

le R

27LS

- D

am

pe

r fo

r en

dst

op

R27

LS3

2M

6062

303

Vite

M4x

10 T

BCE

ISO

7380

A4

- Sc

rew

M4x

10 T

BCE

ISO

7380

A4

42

M60

5720

8V

ite a

uto

ma

sch

ian

te M

6x25

DIN

7513

- S

elf

thre

ad

ing

sc

rew

M6x

25 D

IN75

13

300

0 +0 1

31

42

10.

5

L=

Lma

x-A

L

=Lm

ax

320

60

A =

100

10

A=

100

10

L m

ax

3000

mm IN

LIN

K.A

LIN

LIN

K.A

L

INBR

KT.A

LIN

STO

P.LS

INST

OP.

LS

Ma

x g

ap

= 3

mm

INPI

N.L

S

A =

100

10

60

L=

Lma

x

320

6

0 A

= 1

0010

L=

Lma

x-A

L

=Lm

ax

L=

Lma

x L

=Lm

ax-

A

INLI

NK.

AL

INBR

KT.A

LIN

STO

P.LS

INBR

KT.A

LIN

BRKT

.AL

INLI

NK.

AL

INST

OP.

LS

A =

100

10

B =

170

min

./15

00 m

ax.

L=

Lma

x

B

A =

100

10

50

165

250

L=

Lma

x-A

-B

INST

OP.

LSIN

STO

P.LS

INBR

KT.1

-2-3

-4IN

BRKT

.1-2

-3-4

INBR

KT.1

-2-3

-4IN

BRKT

.1-2

-3-4

INLI

NK.

LSIN

LIN

K.LS

L m

ax

3000

mm

A =

100

10

B =

170

min

./75

0 m

ax.

B

A =

100

10

50

165

250

L=

Lma

x L

=Lm

ax

L=

Lma

x L

=Lm

ax-

A

INST

OP.

LSIN

STO

P.LS

INBR

KT.1

-2-3

-4IN

BRKT

.1-2

-3-4

INBR

KT.1

-2-3

-4IN

BRKT

.1-2

-3-4

INBR

KT.1

-2-3

-4IN

BRKT

.1-2

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INLI

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UN

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7:20

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UN

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ISO

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7:20

02 -

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Spin

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UN

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ISO

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7:20

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UN

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ISO

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7:20

02 -

M10

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Serr

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23

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Serr

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1M

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903

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UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

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4 80

41

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UN

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7:20

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UN

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7:20

02 -

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0

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Pos.

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esc

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9555

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Sta

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est

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31

6

10

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sto

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pe

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13

300

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5

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INST

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INLI

NK.

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LIN

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50

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INST

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INBR

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INLI

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Min. 15 - Max. 18

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UN

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7:20

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Ho

le-f

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12

Min

. 25

Hex

Spa

nner

17m

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ghte

ning

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AL

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RE

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EST

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scr

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in. [

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Max

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m]

813

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5

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160

14

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Serr

ag

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ter m

ark

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Pos.

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esc

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n1

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9515

0052

Co

nn

ett

ore

est

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llum

inio

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nn

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tor R

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UN

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Spin

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me

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en

t p

in fo

r R27

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12

43

CH

17

Serr

ag

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gh

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46.5

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po

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ne

me

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ter m

ark

Pos.

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esc

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9500

0002

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nn

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ino

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te R

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ne

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nc

tion

inse

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6M

6062

903

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UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

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4 80

46

M 0

6117

03

Ro

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5 U

1751

DIN

127

- W

ash

er

10.5

U17

51 D

IN12

75

2S7

0043

0002

Spin

a a

llin

ea

me

nto

R27

LS -

Alig

nm

en

t p

in fo

r R27

LS

54

14

32

165

80

122

±2.

5

50

14

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9501

0002

Sta

ffa

a “

Ω”

in a

cc

iaio

ino

x -

“Ω”

Sta

inle

ss s

tee

l bra

cke

t R

27LS

21

S700

9200

02In

sert

o fi

lett

ato

pe

r R27

LS -

Th

rea

de

d in

sert

for R

27LS

3

2M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

42

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

7

46

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

6

77

Ap

plic

are

pro

do

tto

a

nti-

grip

pa

gg

io s

ulle

viti

Ap

ply

an

ti-se

ize

pro

du

ct

on

sc

rew

s

23

41

76

14

5

116

50

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9502

0002

Sta

ffa

a “

S” in

ac

cia

io in

ox

- “S

” St

ain

less

ste

el b

rac

ket

R27

LS2

1M

061

17 0

3R

on

de

lla 1

0.5

U17

51 D

IN12

7 -

Wa

she

r 10.

5 U

1751

DIN

127

31

M60

6290

3V

ite U

NI E

N IS

O 4

017:

2002

- S

cre

w U

NI E

N IS

O 4

017:

2002

- M

10x2

5 -

A4

804

1S6

9497

0002

Inse

rto

fiss

ag

gio

rota

ia -

Fa

ste

nin

g n

ut

for r

ail

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

46

CH 17


6 77


32

14

91

51

- 71

105


3 2 1 4

50

14

5 51

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

74

Pos.

Q.ty

Co

de

De

scrip

tion

11

S695

0300

02St

aff

a a

“L”

in a

cc

iaio

ino

x -

“L”

sta

inle

ss s

tee

l bra

cke

t R

27LS

21

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

02In

sert

o fi

ssa

gg

io ro

taia

- F

ast

en

ing

nu

t fo

r ra

il

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

6

90

70

35

CH 17


101

Ap

plic

are

pro

do

tto

an

tigrip

pa

gg

ioA

pp

ly a

nti-

seiz

e p

rod

uc

t

321 4

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9504

0002

Sta

ffa

a “

C”

in a

cc

iaio

ino

x -

“C”

sta

inle

ss s

tee

l bra

cke

t R

27LS

21

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

02In

sert

o fi

ssa

gg

io ro

taia

- F

ast

en

ing

nu

t fo

r ra

il

20 30

14 5

0

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

60

160

120 ±2.5

5

14

HEX

4

Serr

ag

gio

18N

mTi

gh

ten

ing

18N

m

1 2

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9555

0052

Sta

ffa

est

rusa

in a

llum

inio

- E

xtru

de

d a

lum

inu

m b

rac

ket

22

M60

6200

3G

ran

o M

8x12

A4

UN

I 592

7 -

Stu

d s

cre

w M

8x12

A4

UN

I 592

7

8

43

CH 10


42

31

6

10

12

3

4

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9505

0002

Term

ina

le R

27LS

- E

nd

sto

p R

27LS

2

2M

6062

597

An

tivib

ran

te p

er t

erm

ina

le R

27LS

- D

am

pe

r fo

r en

dst

op

R27

LS3

2M

6062

303

Vite

M4x

10 T

BCE

ISO

7380

A4

- Sc

rew

M4x

10 T

BCE

ISO

7380

A4

42

M60

5720

8V

ite a

uto

ma

sch

ian

te M

6x25

DIN

7513

- S

elf

thre

ad

ing

sc

rew

M6x

25 D

IN75

13

300

0 +0 1

31

42

10.

5

L=

Lma

x-A

L

=Lm

ax

320

60

A =

100

10

A=

100

10

L m

ax

3000

mm IN

LIN

K.A

LIN

LIN

K.A

L

INBR

KT.A

LIN

STO

P.LS

INST

OP.

LS

Ma

x g

ap

= 3

mm

INPI

N.L

S

A =

100

10

60

L=

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x

320

6

0 A

= 1

0010

L=

Lma

x-A

L

=Lm

ax

L=

Lma

x L

=Lm

ax-

A

INLI

NK.

AL

INBR

KT.A

LIN

STO

P.LS

INBR

KT.A

LIN

BRKT

.AL

INLI

NK.

AL

INST

OP.

LS

A =

100

10

B =

170

min

./15

00 m

ax.

L=

Lma

x

B

A =

100

10

50

165

250

L=

Lma

x-A

-B

INST

OP.

LSIN

STO

P.LS

INBR

KT.1

-2-3

-4IN

BRKT

.1-2

-3-4

INBR

KT.1

-2-3

-4IN

BRKT

.1-2

-3-4

INLI

NK.

LSIN

LIN

K.LS

L m

ax

3000

mm

A =

100

10

B =

170

min

./75

0 m

ax.

B

A =

100

10

50

165

250

L=

Lma

x L

=Lm

ax

L=

Lma

x L

=Lm

ax-

A

INST

OP.

LSIN

STO

P.LS

INBR

KT.1

-2-3

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BRKT

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INBR

KT.1

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.1-2

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INBR

KT.1

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BRKT

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INLI

NK.

LSIN

LIN

K.LS

Min. 15 - Max. 18

Min. 1

Min. 0,5 T

2,2

S

L

INFI

X1.

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Sprin

g w

ash

er

UN

I175

1-D

IN12

7 B1

0,2

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w M

10xL

(se

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UN

I EN

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401

7:20

02-A

4-80

Ho

le-f

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12

Min

. 25

Hex

Spa

nner

17m

mTi

ghte

ning

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m

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17m

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App

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40

20

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INST

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Ma

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INPI

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1.LS

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PE

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: 175

5.30

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1500

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UN

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UN

I175

1-D

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7 (T

=2,2

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)

SC

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AS

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R U

NI1

751-

DIN

127

(T=2

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m)

INFI

X1.

LSFA

LL A

RR

EST

a/o

SU

SPEN

SIO

NLm

ax=

1500

mm

Stan

dard

scr

ew le

ngth

- L

- [m

m]

2530

3540

4550

S M

in. [

mm

]5

1015

2025

30S

Max

. [m

m]

813

1823

2833

01/03/19 ENGLISH 39

INBRKT.X5

INBRKT.X6

For more information, refer to the specific manual.

For more information, refer to the specific manual.

40 ENGLISH 01/03/19

260

±2.

5

120 ±2.5

320

160

14

HEX

4

Serr

ag

gio

18N

mTi

gh

ten

ing

18N

m

A A

Me

zze

riaC

en

ter m

ark

1

2 3

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9515

0052

Co

nn

ett

ore

est

ruso

in a

llum

inio

R27

LS -

Alu

min

um

co

nn

ec

tor R

27LS

210

M60

6200

3G

ran

o M

8x12

A4

UN

I 592

7 -

Stu

d s

cre

w M

8x12

A4

UN

I 592

7 3

2S7

0043

0002

Spin

a a

llin

ea

me

nto

R27

LS -

Alig

nm

en

t p

in fo

r R27

LS

12

43

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

46.5

Ap

plic

are

pro

do

tto

an

ti-g

ripp

ag

gio

alle

viti

Ap

ply

an

ti-se

ize

po

du

ct

to s

cre

ws

250

5Po

sizio

ne

me

zze

riaC

en

ter m

ark

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9500

0002

Co

nn

ett

ore

ae

reo

in a

cc

iaio

ino

x -

Co

nn

ec

tion

pla

te R

27LS

21

S694

9900

02In

sert

o g

iun

zio

ne

rota

ia -

Ra

il ju

nc

tion

inse

rt3

6M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

46

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er

10.5

U17

51 D

IN12

75

2S7

0043

0002

Spin

a a

llin

ea

me

nto

R27

LS -

Alig

nm

en

t p

in fo

r R27

LS

54

14

32

165

80

122

±2.

5

50

14

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9501

0002

Sta

ffa

a “

Ω”

in a

cc

iaio

ino

x -

“Ω”

Sta

inle

ss s

tee

l bra

cke

t R

27LS

21

S700

9200

02In

sert

o fi

lett

ato

pe

r R27

LS -

Th

rea

de

d in

sert

for R

27LS

3

2M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

42

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

7

46

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

6

77

Ap

plic

are

pro

do

tto

a

nti-

grip

pa

gg

io s

ulle

viti

Ap

ply

an

ti-se

ize

pro

du

ct

on

sc

rew

s

23

41

76

14

5

116

50

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9502

0002

Sta

ffa

a “

S” in

ac

cia

io in

ox

- “S

” St

ain

less

ste

el b

rac

ket

R27

LS2

1M

061

17 0

3R

on

de

lla 1

0.5

U17

51 D

IN12

7 -

Wa

she

r 10.

5 U

1751

DIN

127

31

M60

6290

3V

ite U

NI E

N IS

O 4

017:

2002

- S

cre

w U

NI E

N IS

O 4

017:

2002

- M

10x2

5 -

A4

804

1S6

9497

0002

Inse

rto

fiss

ag

gio

rota

ia -

Fa

ste

nin

g n

ut

for r

ail

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

46

CH 17


6 77


32

14

91

51

- 71

105


3 2 1 4

50

14

5 51 C

H 1

7

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

74

Pos.

Q.ty

Co

de

De

scrip

tion

11

S695

0300

02St

aff

a a

“L”

in a

cc

iaio

ino

x -

“L”

sta

inle

ss s

tee

l bra

cke

t R

27LS

21

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

02In

sert

o fi

ssa

gg

io ro

taia

- F

ast

en

ing

nu

t fo

r ra

il

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

6

90

70

35

CH 17


101

Ap

plic

are

pro

do

tto

an

tigrip

pa

gg

ioA

pp

ly a

nti-

seiz

e p

rod

uc

t

321 4

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9504

0002

Sta

ffa

a “

C”

in a

cc

iaio

ino

x -

“C”

sta

inle

ss s

tee

l bra

cke

t R

27LS

21

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

02In

sert

o fi

ssa

gg

io ro

taia

- F

ast

en

ing

nu

t fo

r ra

il

20 30

14 5

0

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

60

160

120 ±2.5

5

14

HEX

4

Serr

ag

gio

18N

mTi

gh

ten

ing

18N

m

1 2

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9555

0052

Sta

ffa

est

rusa

in a

llum

inio

- E

xtru

de

d a

lum

inu

m b

rac

ket

22

M60

6200

3G

ran

o M

8x12

A4

UN

I 592

7 -

Stu

d s

cre

w M

8x12

A4

UN

I 592

7

8

43

CH 10


42

31

6

10

12

3

4

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9505

0002

Term

ina

le R

27LS

- E

nd

sto

p R

27LS

2

2M

6062

597

An

tivib

ran

te p

er t

erm

ina

le R

27LS

- D

am

pe

r fo

r en

dst

op

R27

LS3

2M

6062

303

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01/03/19 ENGLISH 41

260

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7:20

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7:20

02 -

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7:20

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UN

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02 -

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77

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23

41

76

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50

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esc

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31

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Serr

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1M

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UN

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ISO

401

7:20

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UN

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ISO

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7:20

02 -

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41

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Ma

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90

70

35

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101

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02 -

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41

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0

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160

120 ±2.5

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Pos.

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esc

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9555

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UN

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8

43

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42

31

6

10

12

3

4

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esc

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9505

0002

Term

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nd

sto

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2

2M

6062

597

An

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pe

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2M

6062

303

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10 T

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ISO

7380

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10 T

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ISO

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5

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INST

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BRKT

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INBR

KT.1

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BRKT

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INLI

NK.

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LIN

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L m

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50

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INST

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INBR

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UN

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12

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Hex

Spa

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SPEN

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NLm

ax=

1500

mm

Stan

dard

scr

ew le

ngth

- L

- [m

m]

2530

3540

4550

S M

in. [

mm

]5

1015

2025

30S

Max

. [m

m]

813

1823

2833

260

±2.

5

120 ±2.5

320

160

14

HEX

4

Serr

ag

gio

18N

mTi

gh

ten

ing

18N

m

A A

Me

zze

riaC

en

ter m

ark

1

2 3

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9515

0052

Co

nn

ett

ore

est

ruso

in a

llum

inio

R27

LS -

Alu

min

um

co

nn

ec

tor R

27LS

210

M60

6200

3G

ran

o M

8x12

A4

UN

I 592

7 -

Stu

d s

cre

w M

8x12

A4

UN

I 592

7 3

2S7

0043

0002

Spin

a a

llin

ea

me

nto

R27

LS -

Alig

nm

en

t p

in fo

r R27

LS

12

43

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

46.5

Ap

plic

are

pro

do

tto

an

ti-g

ripp

ag

gio

alle

viti

Ap

ply

an

ti-se

ize

po

du

ct

to s

cre

ws

250

5Po

sizio

ne

me

zze

riaC

en

ter m

ark

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9500

0002

Co

nn

ett

ore

ae

reo

in a

cc

iaio

ino

x -

Co

nn

ec

tion

pla

te R

27LS

21

S694

9900

02In

sert

o g

iun

zio

ne

rota

ia -

Ra

il ju

nc

tion

inse

rt3

6M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

46

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

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127

- W

ash

er

10.5

U17

51 D

IN12

75

2S7

0043

0002

Spin

a a

llin

ea

me

nto

R27

LS -

Alig

nm

en

t p

in fo

r R27

LS

54

14

32

165

80

122

±2.

5

50

14

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9501

0002

Sta

ffa

a “

Ω”

in a

cc

iaio

ino

x -

“Ω”

Sta

inle

ss s

tee

l bra

cke

t R

27LS

21

S700

9200

02In

sert

o fi

lett

ato

pe

r R27

LS -

Th

rea

de

d in

sert

for R

27LS

3

2M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

42

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

7

46

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

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6

77

Ap

plic

are

pro

do

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a

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grip

pa

gg

io s

ulle

viti

Ap

ply

an

ti-se

ize

pro

du

ct

on

sc

rew

s

23

41

76

14

5

116

50

Pos.

Q.t

yC

od

eD

esc

riptio

n1

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9502

0002

Sta

ffa

a “

S” in

ac

cia

io in

ox

- “S

” St

ain

less

ste

el b

rac

ket

R27

LS2

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061

17 0

3R

on

de

lla 1

0.5

U17

51 D

IN12

7 -

Wa

she

r 10.

5 U

1751

DIN

127

31

M60

6290

3V

ite U

NI E

N IS

O 4

017:

2002

- S

cre

w U

NI E

N IS

O 4

017:

2002

- M

10x2

5 -

A4

804

1S6

9497

0002

Inse

rto

fiss

ag

gio

rota

ia -

Fa

ste

nin

g n

ut

for r

ail

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

46

CH 17


6 77


32

14

91

51

- 71

105


3 2 1 4

50

14

5 51

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

74

Pos.

Q.ty

Co

de

De

scrip

tion

11

S695

0300

02St

aff

a a

“L”

in a

cc

iaio

ino

x -

“L”

sta

inle

ss s

tee

l bra

cke

t R

27LS

21

M 0

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03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

02In

sert

o fi

ssa

gg

io ro

taia

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ast

en

ing

nu

t fo

r ra

il

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

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ctio

n

6

90

70

35

CH 17


101

Ap

plic

are

pro

do

tto

an

tigrip

pa

gg

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pp

ly a

nti-

seiz

e p

rod

uc

t

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Pos.

Q.t

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od

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esc

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n1

1S6

9504

0002

Sta

ffa

a “

C”

in a

cc

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ino

x -

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sta

inle

ss s

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l bra

cke

t R

27LS

21

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03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

02In

sert

o fi

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io ro

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ast

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nu

t fo

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20 30

14 5

0

Dire

zio

ne

pre

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nte

ca

rico

Ma

in lo

ad

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n

60

160

120 ±2.5

5

14

HEX

4

Serr

ag

gio

18N

mTi

gh

ten

ing

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m

1 2

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9555

0052

Sta

ffa

est

rusa

in a

llum

inio

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xtru

de

d a

lum

inu

m b

rac

ket

22

M60

6200

3G

ran

o M

8x12

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UN

I 592

7 -

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d s

cre

w M

8x12

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UN

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7

8

43

CH 10


42

31

6

10

12

3

4

Pos.

Q.t

yC

od

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esc

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n1

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9505

0002

Term

ina

le R

27LS

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nd

sto

p R

27LS

2

2M

6062

597

An

tivib

ran

te p

er t

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le R

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am

pe

r fo

r en

dst

op

R27

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2M

6062

303

Vite

M4x

10 T

BCE

ISO

7380

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rew

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10 T

BCE

ISO

7380

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42

M60

5720

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ite a

uto

ma

sch

ian

te M

6x25

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elf

thre

ad

ing

sc

rew

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25 D

IN75

13

300

0 +0 1

31

42

10.

5

L=

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x-A

L

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ax

320

60

A =

100

10

A=

100

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ax

3000

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LIN

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LIN

LIN

K.A

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INST

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KT.A

LIN

BRKT

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NK.

AL

INST

OP.

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A =

100

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170

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./15

00 m

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10

50

165

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INST

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BRKT

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INBR

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BRKT

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INLI

NK.

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LIN

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3000

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100

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100

10

50

165

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INST

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KT.1

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INLI

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Min. 15 - Max. 18

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7:20

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12

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EST

a/o

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SPEN

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mm

Stan

dard

scr

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- [m

m]

2530

3540

4550

S M

in. [

mm

]5

1015

2025

30S

Max

. [m

m]

813

1823

2833

INSTOP.LS

42 ENGLISH 01/03/19

260

±2.

5

120 ±2.5

320

160

14

HEX

4

Serr

ag

gio

18N

mTi

gh

ten

ing

18N

m

A A

Me

zze

riaC

en

ter m

ark

1

2 3

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9515

0052

Co

nn

ett

ore

est

ruso

in a

llum

inio

R27

LS -

Alu

min

um

co

nn

ec

tor R

27LS

210

M60

6200

3G

ran

o M

8x12

A4

UN

I 592

7 -

Stu

d s

cre

w M

8x12

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UN

I 592

7 3

2S7

0043

0002

Spin

a a

llin

ea

me

nto

R27

LS -

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nm

en

t p

in fo

r R27

LS

12

43

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

46.5

Ap

plic

are

pro

do

tto

an

ti-g

ripp

ag

gio

alle

viti

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ply

an

ti-se

ize

po

du

ct

to s

cre

ws

250

5Po

sizio

ne

me

zze

riaC

en

ter m

ark

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9500

0002

Co

nn

ett

ore

ae

reo

in a

cc

iaio

ino

x -

Co

nn

ec

tion

pla

te R

27LS

21

S694

9900

02In

sert

o g

iun

zio

ne

rota

ia -

Ra

il ju

nc

tion

inse

rt3

6M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

46

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er

10.5

U17

51 D

IN12

75

2S7

0043

0002

Spin

a a

llin

ea

me

nto

R27

LS -

Alig

nm

en

t p

in fo

r R27

LS

54

14

32

165

80

122

±2.

5

50

14

Pos.

Q.t

yC

od

eD

esc

riptio

n1

1S6

9501

0002

Sta

ffa

a “

Ω”

in a

cc

iaio

ino

x -

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Sta

inle

ss s

tee

l bra

cke

t R

27LS

21

S700

9200

02In

sert

o fi

lett

ato

pe

r R27

LS -

Th

rea

de

d in

sert

for R

27LS

3

2M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

42

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

7

46

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

6

77

Ap

plic

are

pro

do

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grip

pa

gg

io s

ulle

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ply

an

ti-se

ize

pro

du

ct

on

sc

rew

s

23

41

76

14

5

116

50

Pos.

Q.t

yC

od

eD

esc

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n1

1S6

9502

0002

Sta

ffa

a “

S” in

ac

cia

io in

ox

- “S

” St

ain

less

ste

el b

rac

ket

R27

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061

17 0

3R

on

de

lla 1

0.5

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51 D

IN12

7 -

Wa

she

r 10.

5 U

1751

DIN

127

31

M60

6290

3V

ite U

NI E

N IS

O 4

017:

2002

- S

cre

w U

NI E

N IS

O 4

017:

2002

- M

10x2

5 -

A4

804

1S6

9497

0002

Inse

rto

fiss

ag

gio

rota

ia -

Fa

ste

nin

g n

ut

for r

ail

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

46

CH 17


6 77


32

14

91

51

- 71

105


3 2 1 4

50

14

5 51

CH

17

Serr

ag

gio

80N

mTi

gh

ten

ing

80N

m

74

Pos.

Q.ty

Co

de

De

scrip

tion

11

S695

0300

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aff

a a

“L”

in a

cc

iaio

ino

x -

“L”

sta

inle

ss s

tee

l bra

cke

t R

27LS

21

M 0

6117

03

Ro

nd

ella

10.

5 U

1751

DIN

127

- W

ash

er 1

0.5

U17

51 D

IN12

73

1M

6062

903

Vite

UN

I EN

ISO

401

7:20

02 -

Sc

rew

UN

I EN

ISO

401

7:20

02 -

M10

x25

- A

4 80

41

S694

9700

02In

sert

o fi

ssa

gg

io ro

taia

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ast

en

ing

nu

t fo

r ra

il

Dire

zio

ne

pre

vale

nte

ca

rico

Ma

in lo

ad

dire

ctio

n

6

90

70

35

CH 17


101

Ap

plic

are

pro

do

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an

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pa

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2530

3540

4550

S M

in. [

mm

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1015

2025

30S

Max

. [m

m]

813

1823

2833

INR27.LS

01/03/19 ENGLISH 43

326

326

412

412

49

326

652

412

49

INTURN1.LS

44 ENGLISH 01/03/19

326

326

412

412

49

326

652

412

49

INTURN2.LS

CORRECT INSTALLATION FORMWith reference to the installation of the fall arrest system installed on

System serial number: Project:

Description of the building:

Address:

City: Country: Post code:

The INSTALLER

First name: Last name:

Legal representative of the company:

With headquarters at: City:

VAT number:

DECLARES that the following systems and fastening devices used

HAVE BEEN INSTALLED CORRECTLY

in compliance with the manufacturer's installation instructions, they have been installed in compliance with the

project drafted by the Arch./Eng./Surv.:

they have been fastened to the specified structure, in compliance with the instructions supplied in the calculation

report drafted by the Arch./Eng./Surv.:

The fastening/anchoring element structural characteristics, their use instructions, the manuals of the different products used, the installation layout and the documents/pictures taken and drafted during the installation have been submitted to Mr./Mrs.

First name: Last name:

Role:

The compulsory SIGNhas been affixed near every access and/or onto the fall arrest system

System installation date The installer (Stamp and Signature)

Manufacturer Product Model Tensile forces allowed

07/10/16 ENGLISH 45

ACCEPTANCE REPORTThe undersigned:

As client of the fall arrest system to which this manual is referred, installed on:

System serial number: Project:

Description of the building:

Address:

City: Province: Zip code:

DECLARES To have received from the installing company:

the installation documents, including the relevant annexes

the use and maintenance manual for the system components

the fastening/anchoring device documents

the installation layout related to the system

the documents/pictures taken and drafted during the installation

and to make them available to the user.

Place and date The Client (Stamp and Signature)

46 ENGLISH 07/10/16

07/10/16 ENGLISH 47

MAINTENANCE-INSPECTION REGISTERRECORD

MODEL AND TYPE

PRODUCT PURCHASE DATE DATE FIRST PUT INTO USE

MANUFACTURER:

ADDRESS:

TEL: FAX: E-MAIL:

WEBSITE:

TRADE NAME IDENTIFICATION NUMBER

COMPANY CARRYING OUT THE MAINTENANCE OPERATIONS

NOTES

PERSON IN CHARGE (First name and Last name) DESCRIPTION OF THE INTERVENTION OUTCOME

Date

Scheduled date for the next periodic inspection:

PositivePeriodic inspection

NegativeRepairSignature


NOTES


Date




MAINTENANCE-INSPECTION REGISTER


NOTES


Date





NOTES


Date





NOTES


Date




48 ENGLISH 07/10/16



NOTES


Date





NOTES


Date





NOTES


Date




07/10/16 ENGLISH 49



NOTES


Date





NOTES


Date





NOTES


Date




50 ENGLISH 07/10/16

Manufacturer/EU Representative

Harken Italy S.p.A.Via Marco Biagi 14, 22070 Limido Comasco (CO), Italy

Tel +39.031.3523511; Fax +39.031.3520031 Web: www.harken.it Email: [email protected]

Documents

R27 LongSpan Rail Instruction Manual - Harken Industrial€¦ · 03-01-2019 · The R27 LS rail must be connected to the lightning protection, in compliance with current regulations