Marchetti System 120x200 Specification sheet

ENG
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Instructions Manual EN 1298 – IM – it x en
Mobile access towers must only be used for nishing, maintenance and similar works. This instructions
manual contains important instructions on use, maintenance and safety of the mobile access tower;
the operator must be completely aware of them before use. Strictly complying with this manual
means working in compliance with the provisions of the current standard on health and safety in the
workplace Leg. Decree. 09.04.2008 no. 81.
Code 10731
CUSTOMER ASSISTANCE DOCUMENT
NR. 35 REV. 8 OF 27/08/2020
MARCHETTI S.r.l.
Via Piemonte, 22
06062 Città della Pieve - Perugia - Italy
[e-mail]
www.marchetti.eu
Instructions for use
and maintenance
The products identied in this handbook have been ma-
nufactured by MARCHETTI s.r.l. With QUALITY SYSTEM
MANAGEMENT, certied by Tuv Italia, in accordance with
ISO 9001
MOBILE ACCESS TOWER
SYSTEM
System 120x200
System 120x180
System 100x200
System 100x180
System 75x200
System 75x180
European standard EN 1004

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ATTENTION:
• Read and understand this manual in its entirety.
• Follow the instructions as indicated.
• Before any installation, verify the integrity of each individual
component.
Do not use damaged or not whole components
The mobile access tower is made according to the standards.
Any changes made by others invalidate the manifacturer’s
responsibility.
WARRANTY
All MARCHETTI products are covered by the company’s ocial guarantee, pursuant to
applicable norms. The guarantee is immediately eective and is ratied by the invoice
accompanying the goods. A product found to be faulty is guaranteed. We shall accept no
responsibility for products used incorrectly or damaged during use or transport. The product
must be returned with its original packaging, undamaged; it shall be covered by guarantee if
it has not been dismantled, modied or tampered with.
COPYRIGHT
This documentation is protected by copyright. Any copying or reproduction, including
extracts thereof,and the reproduction of images(even in a modied state),in only permitted
with the written authorisation of the manufacturer.

ENG
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REFERENCE STANDARDS
- Leg. Decree 09.04.2008 no. 81 (O.G. no. 101 dated 30.04.08) “Consolidating act on health and
safety in the workplace”.
- EN 1004 (July 2005) “Mobile access and working towers) composed of prefabricated elements.
Materials, dimensions, design loads, safety and performance requirements”;
- EN 1298 (February 1996) “Mobile access towers. Regulations and guidelines for preparation of an
instructions manual”;
- Leg. Decree 06.09.2005 no. 206 (O.G. no. 235 on 08.10.05 – Ordinary Supplement no. 162)
“Consumers’ Code”.
DESIGNATION, CLASS, CAPACITY
System 120x200 working tower EN 1004 – 3 – 8 / 12 XXCD.
System 120x180 working tower EN 1004 – 3 – 8 / 12 XXCD.
System 100x200 working tower EN 1004 – 3 – 8 / 8,5 XXCD.
System 100x180 working tower EN 1004 – 3 – 8 / 8,5 XXCD.
System 75x200 working tower EN 1004 – 3 – 7 / 7 XXCD.
System 75x180 working tower EN 1004 – 3 – 7 / 7 XXCD.
manufactured in compliance with Leg. Decree 81/08 and Technical Standard EN 1004
Class of loads distributed uniformly equal to “3” (2.0 KN/m2);
• max height work platform without stabilizers: m 2,50 / max height work platform with stabilizers:
m 6,10 (H max tower: m 3,50).
• SYSTEM 120: max height work platform with stabilizers: m 8,00 outside of buildings, m 12,00
inside of buildings
• SYSTEM 100: max height work platform with stabilizers: m 8,00 outside of buildings, m 8,50
inside of buildings
• SYSTEM 75: max height work platform with stabilizers: m 7,00 outside of buildings and inside
of buildings
• The sum of the loads relating to each surface must not exceed the overall value of the load
permitted for the scaolding.
• Minimum height clearance between work platforms is: m 1,90.
• Maximum vertical distance between work platform: m 4,20.
• Maximum vertical distance between the ground and the rst level: m 4,60.

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• There are two types of stabilizers: Normal-35 and Super-35.
• Normal-35 stabilizers must be always tted inside of buildings.
• Outside the buildings they can be tted for work platform heights less than to m 6,00 (H max tower
less than m 7,00) in wind exposed conditions.
• When the tower on wheels are mounted next to a wall (ex. building ) such as to constitute a barrier
to the wind, the Normal brackets can be mounted as an alternative to the Supers. In the latter case,
the wall-side brackets must be oriented towards the outside of the tower in a position parallel to
the wall.
• Super-35 stabilizers must be tted to towers with work platform above m 5,00 and when the tower
is completely exposed to the wind (for example, in the middle of a square next to a structure, such
as a light pole, that does not act as a wind barrier, etc.).
Access to work platform
Access to the work platform can only take place inside the tower using one of the following methods:
- vertical rung ladder, composed of uprights on the side frames of the structure
- inclined rung ladder, internal
- inclined step ladder, internal.
Base
dimensions
Overall load
permitted ( kg)
max n° of
working
platform
H max mobile
tower EN1004 (m)
H max mobile
tower D.LGS.81
(m)
120x200 390 3 12,50 17,00
120x180 350 3 12,50 14,00
100x200 330 3 9,50 11,00
100x180 295 39,50 9,50
75x200 226 2 8,00 8,00
75x180 204 2 8,00 8,00

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DECLARATION OF CONFORMITY
MARCHETTI s.r.l.
with headquarters in Città della Pieve (Pg) - Via Piemonte, 22:
- that the mobile tower called SYSTEM 120X200 - 120X180 - 100X200
- 100X180 - 75X200 - 75X180 are manufactured in compliance
with Leg. Decree 09.04.2008 no. 81 and in particular the Technical
Standard EN 1004 (July 2005)
- that are manufactured in compliance with the prototype which
has surpassed rigidity testing, pursuant to Appendix “A” of the
Technical Standard EN 1004 (2005) and that it was subject, with a
positive outcome, with the ASSESSMENT as outlined in point 13 of
the Technical Standard EN 1004 (2005) at the:
UNIVERSITY OF PERUGIA
Department of Industrial Engineering
Certicate no. Marc 77/79/81/82/83/84
- the identication marking is outlined on all specimens of the
products and on the Instructions Manual drafted according to
specications in Technical Specication EN1298 (point 9 of the
Technical Standard EN 1004).
DECLARES

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IDENTIFICATION SYSTEM 120X200
Cod. Component Elements Weight
Kg
CONFIGURATIONS
A1T A2T A3T A4T A5T B6T B7T
20585 TOWER
21 20557 Bearing frame - 120 5,80 2 2 2 2 2 2 2
11 20563 Connecting brace - 200 3,90 2 2 2 2 2 2 2
22 20565 Terminal diagonal bracing - 200 1,10 4 4 4 4 4 4 4
For congurations with H=0,90 m terminal riser A1T-A2T-A3T-A4T-A5T-B6T-B7T, add the following elements:
Cod. Component Elements Weight
Kg
CONFIGURATIONS
A1 A2 A3 A4 A5 B6 B7 B8
20579 EXTRACTABLE BASE
1 20551 Wheel-bearing section for extr. Base S120 12,70 1 1 1 1 1 1 1 1
2 20550 Wheel-bearing section for extr. Base S120 12,60 1 1 1 1 1 1 1 1
3 20552 Base brace - 200 6,40 2 2 2 2 2 2 2 2
4 20318 Extractable adjustable foot 3,50 4 4 4 4 4 4 4 4
5 30523 Handgrip screw M14x50 0,14 4 4 4 4 4 4 4 4
20583 TOWER
10 20556 Bearing frame - 120 9,50 2 4 6 8 10 12 14 16
11 20563 Connecting brace - 200 3,90 2 4 6 8 10 12 14 16
12 20564 Diagonal bracing - 200 1,30 4 8 12 16 20 24 28 32
21076 WORK PLATFORM - STEEL
24
21083
Platform w/trapdoor - 200x51 15,14 1 1 1 2 2 2 3 3
26 Long toeboard - 200 3,92 2 22 4 4 4 6 6
25 21084 Platform w/out trapdoor - 200x51 15,09 1 1 1 2 2 2 3 3
27 Short toeboard - 120 1,59 2 2 2 4 4 4 6 6
20748 COMPLETE GUARDRAILS
17 20632 Long guardrail - 200 5,50 2 2 2 2 2 2 2 2
18 20784 Short guardrail - 120 2,30 2 2 2 2 2 2 2 2
GUARDRAIL BARS
28 20188 Guardrail bar - 200 2,20 0 0 0 2 2 2 4 4
20753 COMPLETE STABILIZERS
19 20765 Stabilizers - 35 9,80 0 0 4 4 4 4 4 4
20 31383 Stabilizers coupler for round tube -35 1,00 0 0 8 8 8 8 8 8
21557 COMPLETE STABILIZERS
19 21557 Telescopic Stabilizer - 35 6,25 0 0 4 4 4 4 4 4
Table of elements composing the congurations

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Cod. Component Elements Weight
Kg
CONFIGURATIONS
A1 A2 A3 A4 A5 B6 B7 B8
20580 EXTRACTABLE BASE
1 20551 Wheel-bearing section for extr. Base S120 12,70 1 1 1 1 1 1 1 1
2 20550 Wheel-bearing section for extr. Base S120 12,60 1 1 1 1 1 1 1 1
3 20554 Base brace - 180 6,00 2 2 2 2 2 2 2 2
4 20318 Extractable adjustable foot 3,50 4 4 4 4 4 4 4 4
5 30523 Handgrip screw M14x50 0,14 4 4 4 4 4 4 4 4
20584 TOWER
10 20556 Bearing frame - 120 9,50 2 4 6 8 10 12 14 16
11 20562 Connecting brace - 180 3,50 2 4 6 8 10 12 14 16
12 20566 Diagonal bracing - 180 1,20 4 8 12 16 20 24 28 32
21077 WORK PLATFORM - STEEL
24
21086
Platform w/trapdoor - 180x51 13,74 1 1 1 2 2 2 3 3
26 Long toeboard - 180 3,55 2 2 2 4 4 4 6 6
25 21087 Platform w/out trapdoor - 180x51 13,64 1 1 1 2 2 2 3 3
27 Short toeboard - 180 1,59 2 2 2 4 4 4 6 6
20749 COMPLETE GUARDRAILS
17 20631 Long guardrail - 180 5,10 2 2 2 2 2 2 2 2
18 20784 Short guardrail - 120 2,30 2 2 2 2 2 2 2 2
GUARDRAIL BARS
28 20600 Guardrail bar - 180 1,95 0 0 0 2 2 2 4 4
20753 COMPLETE STABILIZERS
19 20765 Stabilizers - 35 9,80 0 0 4 4 4 4 4 4
20 31383 Stabilizers coupler for round tube- 35 1,00 0 0 8 8 8 8 8 8
21557 COMPLETE STABILIZERS
19 21557 Telescopic Stabilizer - 35 6,25 0 0 4 4 4 4 4 4
Table of elements composing the congurations
IDENTIFICATION SYSTEM 120X180
For congurations with H=0,90 m terminal riser A1T-A2T-A3T-A4T-A5T-B6T-B7T, add the following elements:
Cod. Component Elements Weight
Kg
CONFIGURATIONS
A1T A2T A3T A4T A5T B6T B7T
20586 TOWER
21 20557 Bearing frame - 120 5,80 2 2 2 2 2 2 2
11 20562 Connecting brace - 180 3,50 2 2 2 2 2 2 2
22 20567 Terminal diagonal bracing - 180 1,10 4 4 4 4 4 4 4

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COMPONENTS ELEMENTS
28
Guardrail bars
Work platform
Tower H=1,50 m
10
12
17
18
Guardrail
3
2
4
5
Extractable base
11
Terminal tower H=0,90 m
22
21
11
26
27
24 25
20
19
SYSTEM 120X200
SYSTEM 120X180

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CONFIGURATIONS A1 A2 A3 A4 A5 B6 B7 B8
H max mobile tower m 2,00 3,50 5,00 6,50 8,00 9,50 11,00 12,50
H max work platform m 1,00 2,50 4,00 5,50 7,00 8,50 10,00 11,50
H tower ( H= 1,50 m) n° 1 2 3 4 5 6 7 8
Work platform n° 1 1 1 2 2 2 3 3
Complete guardrail n° 1 1 1 1 1 1 1 1
Guardrail bars n° 0 0 0 2 2 2 4 4
Stabilizers-35 n° 0 0 4 4 4 4 4 4
Base section n° 1 1 1 1 1 1 1 1
CONFIGURATION INSIDE AND OUTSIDE OF BUILDING CONFIGURATION INSIDE OF BUILDING
CONFIGURATIONS A1T A2T A3T A4T A5T B6T B7T
H max mobile tower m 2,90 4,40 5,90 7,40 8,90 10,40 11,90
H max work platform m 1,90 3,40 4,90 6,40 7,90 9,40 10,90
H tower ( H= 1,50 m) n° 1 2 3 4 5 6 7
H tower ( H= 0,90 m) n° 1 1 1 1 1 1 1
Work platform with parapet n° 1 1 2 2 2 2 3
Complete guardrail n° 1 1 1 1 1 1 1
Guardrail bars n° 0 0 2 2 2 2 4
Stabilizers-35 n° 0 4 4 4 4 4 4
Base section n° 1 1 1 1 1 1 1
SYSTEM EN 1004 CONFIGURATION
SYSTEM 120X200
SYSTEM 120X180
WITHOUT TERMINAL TOWER H=0,90 m
WITH TERMINAL TOWER DA H=0,90 m
CONFIGURATION INSIDE AND OUTSIDE OF BUILDING CONFIGURATION INSIDE OF BUILDING

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IDENTIFICATION SYSTEM 100x200
Cod. Component Elements Weight
Kg
CONFIGURATIONS
A1T A2T A3T A4T A5T
20589 TOWER
9 20559 Bearing frame - 120 4,90 2 2 2 2 2
7 20563 Connecting brace - 180 3,90 2 2 2 2 2
10 20565 Terminal diagonal bracing - 180 1,10 4 4 4 4 4
For congurations with H=0,90 m terminal riser da H=0,90 m ( A1T - A2T - A3T - A4T - A5T ) add the following
elements:
Cod. Component Elements Weight
Kg
CONFIGURATIONS
A1 A2 A3 A4 A5 B6
20575 EXTRACTABLE BASE
1 20547 Wheel-bearing section for extr. Base S100 12,30 1 1 1 1 1 1
2 20546 Wheel-bearing section for extr. Base S100 12,20 1 1 1 1 1 1
3 20552 Base brace - 200 6,40 2 2 2 2 2 2
4 20318 Extractable adjustable foot 3,50 4 4 4 4 4 4
5 30523 Handgrip screw M14x50 0,14 4 4 4 4 4 4
20587 TOWER
6 20558 Bearing frame - 100 8,40 2 4 6 8 10 12
7 20563 Connecting brace - 200 3,90 2 4 6 8 10 12
8 20564 Diagonal bracing - 200 1,30 4 8 12 16 20 24
21078 WORK PLATFORM - STEEL
20
21083
Platform w/trapdoor - 200x51 15,14 1 1 1 2 2 2
22 Long toeboard - 200 3,92 2 2 2 4 4 4
21 21085 Platform w/out trapdoor - 200x36 12,30 1 1 1 2 2 2
23 Short toeboard - 100 1,39 2 2 2 4 4 4
20746 COMPLETE GUARDRAILS
15 20632 Long guardrail - 200 5,50 2 2 2 2 2 2
16 20785 Short guardrail - 100 2,00 2 2 2 2 2 2
GUARDRAIL BARS
24 20188 Guardrail bar - 200 2,20 0 0 0 2 2 2
20753 COMPLETE STABILIZERS
17 20765 Stabilizers - 35 9,80 0 0 4 4 4 4
18 31383 Stabilizers coupler for round tube- 35 1,00 0 0 8 8 8 8
21557 COMPLETE STABILIZERS
17 21557 Telescopic Stabilizer - 35 6,25 0 0 4 4 4 4
Table of elements composing the congurations

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For congurations with H=0,90 m terminal riser da H=0,90 m ( A1T - A2T - A3T - A4T - A5T ) add the following
elements:
Cod. Component Elements Weight
Kg
CONFIGURATIONS
A1 A2 A3 A4 A5 B6
20576 EXTRACTABLE BASE
1 20547 Wheel-bearing section for extr. Base S100 12,30 1 1 1 1 1 1
2 20546 Wheel-bearing section for extr. Base S100 12,20 1 1 1 1 1 1
3 20554 Base brace - 180 6,00 2 2 2 2 2 2
4 20318 Extractable adjustable foot 3,50 4 4 4 4 4 4
5 30523 Handgrip screw M14x50 0,14 4 4 4 4 4 4
20588 TOWER
6 20558 Bearing frame- 100 8,40 2 4 6 8 10 12
7 20562 Connecting brace - 180 3,50 2 4 6 8 10 12
8 20566 Diagonal bracing - 180 1,20 4 8 12 16 20 24
21079 WORK PLATFORM - STEEL
20
21086
Platform w/trapdoor - 180x51 13,74 1 1 1 2 2 2
22 Long toeboard - 180 3,55 2 2 2 4 4 4
21 21088 Platform w/out trapdoor - 180x36 11,22 1 1 1 2 2 2
23 Short toeboard - 100 1,39 2 2 2 4 4 4
20747 COMPLETE GUARDRAILS
15 20631 Long guardrail - 180 5,50 2 2 2 2 2 2
16 20785 Short guardrail - 100 2,00 2 2 2 2 2 2
GUARDRAIL BARS
24 20600 Guardrail bar - 180 1,95 0 0 0 2 2 2
20753 COMPLETE STABILIZERS
17 20765 Stabilizers - 35 9,80 0 0 4 4 4 4
18 31383 Stabilizers coupler for round tube- 35 1,00 0 0 8 8 8 8
21557 COMPLETE STABILIZERS
17 21557 Telescopic Stabilizer - 35 6,25 0 0 4 4 4 4
Table of elements composing the congurations
IDENTIFICATION SYSTEM 100x180
Cod. Component Elements Weight
Kg
CONFIGURATIONS
A1T A2T A3T A4T A5T
20590 TOWER
9 20559 Bearing frame - 100 4,90 2 2 2 2 2
7 20562 Connecting brace - 180 3,50 2 2 2 2 2
10 20567 Terminal diagonal bracing - 180 1,10 4 4 4 4 4
For congurations with H=0,90 m terminal riser H=0,90 m ( A1T - A2T - A3T - A4T - A5T ) add the following
elements:

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COMPONENTS ELEMENTS
24
Guardrail bars
Work platform
Tower H=1,50 m
6
8
15
16
Guardrail
3
2
4
5
Extractable base
7
Terminal tower H=0,90 m
10
9
7
22
23
20 21
18
17
SYSTEM 100X200
SYSTEM 100X180

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CONFIGURATIONS A1 A2 A3 A4 A5 B6
H max mobile tower m 2,00 3,50 5,00 6,50 8,00 9,50
H max work platform m 1,00 2,50 4,00 5,50 7,00 8,50
Tower ( H= 1,50 m) n° 1 2 3 4 5 6
Work platform n° 1 1 1 2 2 2
Complete guardrail n° 1 1 1 1 1 1
Guardrail bars n° 0 0 0 2 2 2
Stabilizers-35 n° 0 0 4 4 4 4
Base section n° 1 1 1 1 1 1
CONFIGURATIONS A1T A2T A3T A4T A5T
H max mobile tower m 2,90 4,40 5,90 7,40 8,90
H max work platform m 1,90 3,40 4,90 6,40 7,90
Tower ( H= 1,50 m) n° 1 2 3 4 5
Tower ( H= 0,90 m) n° 1 1 1 1 1
Work platform with parapet n° 1 1 2 2 2
Complete guardrail n° 1 1 1 1 1
Guardrail bars n° 0 0 2 2 2
Stabilizers-35 n° 0 4 4 4 4
Base section n° 1 1 1 1 1
SYSTEM EN 1004 CONFIGURATION
SYSTEM 100X200
SYSTEM 100X180
CONFIGURATION INSIDE AND OUTSIDE OF BUILDING CONFIGURATION INSIDE OF BUILDING
WITHOUT TERMINAL TOWER H=0,90 m
WITH TERMINAL TOWER DA H=0,90 m
CONFIGURATION INSIDE AND OUTSIDE OF BUILDING

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IDENTIFICATION SYSTEM 75x200
Cod. Component Elements Weight
Kg
CONFIGURATIONS
A1 A2 A3 A4 A5
20577 EXTRACTABLE BASE
1 20548 Wheel-bearing section for extr. Base S 75 11,00 1 1 1 1 1
2 20549 Wheel-bearing section for extr. Base S 75 10,90 1 1 1 1 1
3 20552 Base brace - 200 6,40 2 2 2 2 2
4 20318 Extractable adjustable foot 3,50 4 4 4 4 4
5 30523 Handgrip screw M14x50 0,14 4 4 4 4 4
20591 TOWER
6 20560 Bearing frame - 75 6,90 2 4 6 8 10
7 20563 Connecting brace - 200 3,90 2 4 6 8 10
8 20564 Diagonal bracing - 200 1,30 4 8 12 16 20
20616 WORK PLATFORM - ALUMINIUM
11
20616
Platform w/trapdoor - 200x60 13,30 1 1 1 2 2
12 Short toeboard - 75 1,60 2 2 2 4 4
13 Long toeboard - 200 4,60 2 2 2 4 4
20750 COMPLETE GUARDRAILS
14 20632 Long guardrail - 200 5,50 2 2 2 2 2
15 20786 Short guardrail - 75 1,70 2 2 2 2 2
GUARDRAIL BARS
19 20188 Guardrail bar - 200 2,20 0 0 0 2 2
20753 COMPLETE STABILIZERS
16 20765 Stabilizers - 35 9,80 0 0 4 4 4
17 31383 Stabilizers coupler for round tube- 35 1,00 0 0 8 8 8
21557 COMPLETE STABILIZERS
16 21557 Telescopic Stabilizer - 35 6,25 0 0 4 4 4
Cod. Component Elements
Weight
Kg
CONFIGURATIONS
A1T A2T A3T A4T
20593 TOWER
9 20561 Bearing frame - 75 4,10 2 2 2 2
7 20563 Connecting brace - 200 3,90 2 2 2 2
10 20565 Terminal diagonal bracing - 200 1,10 4 4 4 4
For congurations with H=0,90 m terminal riser H=0,90 m ( A1T - A2T - A3T - A4T )add the following elements:
Table of elements composing the congurations

ENG
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Table of elements composing the congurations
Cod. Component Elements Weight
Kg
CONFIGURATIONS
A1 A2 A3 A4 A5
20578 EXTRACTABLE BASE
1 20548 Wheel-bearing section for extr. Base. S 75 11,00 1 1 1 1 1
2 20549 Wheel-bearing section for extr. Base S 75 10,90 1 1 1 1 1
3 20554 Base brace - 180 6,00 2 2 2 2 2
4 20318 Extractable adjustable foot 3,50 4 4 4 4 4
5 30523 Handgrip screw M14x50 0,14 4 4 4 4 4
20592 TOWER
6 20560 Bearing frame - 75 6,90 2 4 6 8 10
7 20562 Connecting brace - 180 3,50 2 4 6 8 10
8 20566 Diagonal bracing - 180 1,20 4 8 12 16 20
20617 WORK PLATFORM - ALUMINIUM
11
20617
Platform w/trapdoor - 180x60 12,50 1 1 1 2 2
12 Short toeboard - 75 1,60 2 2 2 4 4
13 Long toeboard - 180 4,20 2 2 2 4 4
20751 COMPLETE GUARDRAILS
14 20631 Long guardrail - 180 5,10 2 2 2 2 2
15 20786 Short guardrail - 75 1,70 2 2 2 2 2
GUARDRAIL BARS
19 20600 Guardrail bar - 180 1,95 0 0 0 2 2
20753 COMPLETE STABILIZERS
16 20765 Stabilizers - 35 9,80 0 0 4 4 4
17 31383 Stabilizers coupler for round tube- 35 1,00 0 0 8 8 8
21557 COMPLETE STABILIZERS
16 21557 Telescopic Stabilizer - 35 6,25 0 0 4 4 4
IDENTIFICATION SYSTEM 75x180
For congurations with H=0,90 m terminal riser H=0,90 m ( A1T - A2T - A3T - A4T ) add the following elements:
Cod. Component Elements Weight
Kg
CONFIGURATIONS
A1T A2T A3T A4T
20594 TOWER
9 20561 Bearing frame - 75 4,10 2 2 2 2
7 20562 Connecting brace - 180 3,50 2 2 2 2
10 20567 Terminal diagonal bracing - 180 1,10 4 4 4 4

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COMPONENTS ELEMENTS
19
Guardrail bars
Work platform
Tower H=1,50 m
6
8
14
15
Guardrail
3
2
4
5
Extractable base
7
Terminal tower H=0,90 m
10
9
7
11
12
13
17
16
SYSTEM 75X200
SYSTEM 75X180

ENG
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CONFIGURATIONS A1 A2 A3 A4 A5
H max mobile tower m 2,00 3,50 5,00 6,50 8,00
H max work platform m 1,00 2,50 4,00 5,50 7,00
H tower ( H= 1,50 m) n° 1 2 3 4 5
Work platform n° 1 1 1 2 2
Complete guardrail n° 1 1 1 1 1
Guard rail bars n° 0 0 0 2 2
Stabilizers -35 n° 0 0 4 4 4
Base section n° 1 1 1 1 1
CONFIGURATIONS A1T A2T A3T A4T
H max mobile tower m 2,90 4,40 5,90 7,40
H max work platform m 1,90 3,40 4,90 6,40
H tower ( H= 1,50 m) n° 1 2 3 4
H tower ( H= 0,90 m) n° 1 1 1 1
Work platform with parapet n° 1 1 2 2
Complete guardrail n° 1 1 1 1
Guard rail bars n° 0 0 2 2
Stabilizers -35 n° 0 4 4 4
Base section n° 1 1 1 1
SYSTEM EN 1004 CONFIGURATION
SYSTEM 75X200
SYSTEM 75X180
CONFIGURATION INSIDE AND OUTSIDE OF BUILDING
WITHOUT TERMINAL TOWER H=0,90 m
WITH TERMINAL TOWER DA H=0,90 m
CONFIGURATION INSIDE AND OUTSIDE OF BUILDING

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COMPLETE GUARDRAIL EN 1004
The lateral protection consists of two steel pipes frames joined by two steel cross elements that en-
sure protection at both intermediate and top positions. They are hooked to the lateral cross-pieces to
avoid accidental detachment. Use as working top guardrail.
GUARDRAIL BAR
Steel bar with device unthreading at either ends. To use as a protection in the passing workplatform.
If such workplatforms were used as staging or for working is obligatory the use of the EN 1004 guar-
drail.
ASSEMBLY AND DISMANTLING
GENERAL INFORMATION
• The assembly and dismantling of the mobile access towers requires at least two people, both of whom
must be familiar with the assembly and use instructions.
• The choice of conguration will depend on your required working heights. The elements required for
assembly, along with their weights and quantities, are listed
• Damaged components must not be used.
• Only original components indicated by the manufacturer may be used.
SAFETY PLATFORM (D.Lgs. 09.04.2008 n° 81 Sez. IV - art. 128)
The Safety Platform (constructed in the same way as a normal work platform) is obligatory in
maintenance and repair works lasting more than 5 days and always obligatory in building works and
must be positioned under the work platform at a distance not greater than m 2.50.
PRELIMINARY CHECKS
• The surface on which the tower is to be assembled and moved (if necessary)must be capable of
supporting the weight. It must be perfectly levelled and capable of guaranteeing the distribution of
the load, preferably with the use of wooden planks or their equivalent;
• Ensure that the ground is free of obstacles of any kind;
• The assembly operations can only be undertaken in the absence of wind;
•Check that all of the parts, accessories and safety equipment are near at hand before assembling the
mobile access tower;
• The uprightness of mobile access towers must be controller by spirit level or pendulum.on
pendolino.

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19
ASSEMBLY INSTRUCTIONS
SYSTEM TOWERS OVER EXTRACTABLE BASE
Having checked that all of the requirements, proceed with the assembly of the base section:
•Join the two wheel-bearing sections with the two base connecting braces using the four handgrip
screws supplied;
• Before tightening the screws fully, position the rst two lateral frames; taking care to position the
pawls towards the inside and the labels towards the outside.
• Tighten the screws, engage the brakes in the four wheels and proceed to the horizontal extraction of
the adjustable feet to the maximum length the surrounding surface space allows; Pull the extractables
up to the MAX line Then tighten the extraction locking screw.
• Level the base section using the screws on the feet, taking care to raise all the wheels at least 20 mm
o the ground; once levelled, tighten the lock nuts;
• Continue the assembly by inserting the 2 connecting braces into the slots on top of the uprights of the
lateral frames; taking care to position the pawls towards the inside and the labels towards the outside.
• Install the diagonal bracing rods, hooking the ends onto the anti-slip latches on the connecting braces;
• Position the mobile access tower’s elements on the fourth rung from the bottom of the rst two lateral
frames;
• First, position the 2 long toeboards parallel to the walking surface. Now t the 2 short toeboards into
the respective housings found in the long boards;
• At this point at least one of the workers authorised to assemble the tower must put on a safety belt
and climb onto the work platform from the inside of the tower through the trapdoor;
• After having securely attached the end of the rope of the safety belt to one of the two already tted
connecting braces, the next two lateral frames can be attached and the tower can then continue to be
assembled following the same sequence of operations described up to this point;
• If the tower must be erected to a work platform height above m 2,50 the 4 stabilizers must be tted
at this point
• arrange the stabilizers in open position remove the respective stabilizers couplers from the bag
supplied. Open the rear clamp of the rst coupler by loosening the eyebolt nut. Fit the coupler to
the tower’s upright on the rung weld point at the height that allows accomodating the upper vertical
portion of the stabilizer. Repeat the operation on the same upright with a second coupler. Place the
coupler at an appropriate distance from the rst in order to accommodate the same stabilizer. Open
the front clamps of the two couplers by loosening the respective eyebolt nuts. Position the stabilizer
between the two couplers at an angle of about 120° in relation to the tower’s longer side.

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Always try to increase the dimensions of the oor contact surface area. Close the two front clampson
on the stabilizer, making sure it rests rmly on the ground, and then tighten the corresponding eyebolt
nuts. Repeat the same sequence of operations for the other three tower uprights;
• As the tower is being assembled, pay careful attention to place the oor pieces in a position that
allows the person working at height the maximum possible safety and freedom of movement. The
person should have the possibility to anchor the safety belt worn easily;
• Once the tower has been assembled, t the work platforms, toeboards and lateral protections at the
desired heights; make sure that the anti-lifting devices (hooks), located at the ends, are in the correct
position of the anti- detachment;
• The lateral protections are composed of 2 long frames and 2 short frames The two frames must be
tted rst, parallel to the long sides of the tower. Rest them on the cross-pieces of the load bearing
frames, making sure the top pipe is one meter from the walking surface. Install the short frames parallel
to the short side of the mobile access tower, hooking them up to the long guardrails at the top end,
and to the latches positioned on the latter at the bottom side;
• Once assembly is complete, insert the caps (packaged together with this manual, in the Wheel-bearing
section) in the terminal horizontal bracing, to preserve the scaolding.
• For passage platform use the steel guardrail bar, with anti-detachment device at the ends. Place the
bars on the rung and make sure that the hooks are in the correct anti-detachment position.
• During assembly, to raise the components for the upper section, it is advisable to use ropes or cables
rated for the application, taking care never to pass up more than one component at a time;
• If access to the work platforms is to be gained by inclined rung or step ladders, these must be attached
with the two hooks at the top end to the cross piece on wich the work platform
DISASSEMBLY
• To dismantle the mobile access tower, follow the assembly instructions in reverse order;
• Lower mobile access tower components from above using ropes, cables or other suitable means,
avoiding at all times abrupt impact with the ground.
STABILITY
• Erect and use the mobile access towers only in the absence of windy conditions;
• Fit the stabilizers, based on the conguration and height to be reached.
• The maximum horizontal load capacity (e.g. applied by eect of work in progress in an adjacent
structure) is 25 kg, understood as the sum of the loads applied by the various operators working on
the tower;
• If the tower must be left unattended in position due to temporary interruption of work or windy
conditions, anchor it rmly to a xed, stable structure;