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TRANSCRIPT
G B33RF900B_V12-11
C I V I L W O R K A N D I N S T A L L A T I O N M ‘ S T A R T
I N D E X1. No enclosure
Energy chain 6• Dimensions 6• Installation of parts 7
Catenary connection 8• Dimensions 8• Installation of parts 9
Measurements and cross sections 10• No underchassis wash 10• With underchassis wash 12
Piping 14• Overground underchassis wash 14• Fitted underchassis wash 14
Frames and grates 152. With enclosure
Energy chain 16• Dimensions 16• Installation of parts 17
Catenary connection 18• Dimensions 18• Installation of parts 19
Measurements and cross sections 20• No underchassis wash 20• With underchassis wash 22
Piping 24• Overground underchassis wash 24• Fitted underchassis wash 24
Frames and grates 253. Installation
Overhead service connections 26
Underground connections 28
Electrical data 30• Installed on machine 30• on the machine 30• Electrical distribution cabinet 31
M O D . 4 P D 6 0 0 0
SAFETY 2SAFE PRACTICE AND SAFETY RULES
To guarantee your safety, please cooperate with the company at all times and obey the safety rules detailed here to help ensure that accidents are avoided. (Article 29. Safety at Work Act). The following list of obligations shall be respected by all workers carrying out work whether directly employed by ISTOBAL or subcontracted.
• Please make proper use of the personal protection equipment provided.
• Follow the instructions of your superiors, and any indications given by the person responsible for the facility.
• Keep tools and personal and collective protection equipment in good order. If you observe any deterioration in them, advise your superior immediately.
• Keep the work site clean and tidy.
• Advise your superiors and colleagues of any danger or risk that you perceive on the facility. In case of serious and imminent risk, do as indicated above while also ceasing to perform any activity which may add to such risk.
PREVENTIVE MEASURES
ISTOBAL, S.A. personnel and workers subcontracted by the company are to take into account the following preventive measures while carrying out work:
• Hand-held ladders are not permitted for performing jobs. For work where use of a scaffold is not physically possible or where its use would be an added risk, a platform step ladder is to be used.
• If a certified scaffold is used, follow the manufacturer's assembly instructions closely. Make sure it is in perfect condition before use. Do not place it near power lines. If the scaffold is moveable, put the brakes on all the wheels and use securing bars to stop it moving unexpectedly. Do not move the scaffold with workers on it. Do not leave tools or materials lying around on the scaffold.
• If a platform step ladder is used, it must only be used by duly trained and authorised personnel. Make sure that it is used in accordance with the instructions supplied with it.
• All waste generated is to be collected and removed from the work area as and when it is generated. The work area should be kept as clean as possible at all times.
• Make sure the work area is organised - do not leave materials and tools lying around as these could cause accidents.
• When materials are being loaded and unloaded with winches / cranes; materials are being lifted; heavy parts are being mounted, etc., make sure there are no workers underneath. Check this before starting to move anything.
CONDUCT ON SITE
• Station your vehicle in designated parking zones. Turn off the engine. Parking is not permitted in classified areas or where the vehicle would obstruct the passage of persons or vehicles.
• Inform the supervisor or person responsible for the facility of the presence of the vehicle and why it is there.
• Before starting work, put up signs and cordon off the areas where you will be setting up equipment such as winches, compressors, etc.
• After the work is completed, remove leftover waste from the work area, such as plastic, cardboard, wood, etc.
• Collect your tools and other equipment.
• Inform the Supervisor or person responsible for the facility that the work is completed and what the situation is now.
PROTECTION EQUIPMENT
Personal and collective protection equipment used should be appropriate to the task, certified with the mark, and display the corresponding inspection dates.
2
GB
SAFETY2Personal protection equipment should give effective protection against the risks they are intended for. Such equipment should not constitute a risk in itself nor cause unnecessary inconvenience. The equipment should:
• Respond to the conditions existing in the workplace.
• Take into account the anatomy, physiology, and state of health of the operator.
• Fit the bearer properly after the pertinent adjustments.
• Where multiple risks are involved which require several types of personal protection equipment to be used together, they should be mutually compatible and maintain their level of efficiency in relation to the corresponding risk or risks.
PERSONAL PROTECTION EQUIPMENT
COMPULSORY PROTECTION
Safety footwear.Mechanical protection, waterproof, and with a dielectric sole, anti-slip, and anti-perforation protection.
High visibility reflective vest.
Safety helmet.
Safety gloves.
OTHER PROTECTION DEPENDING ON THE WORK TO BE DONE
Tool belt.
3
GB
CIV
IL W
OR
K A
ND
IN
ST
AL
LA
TIO
N
SAFETY 2PERSONAL PROTECTION EQUIPMENT
OTHER PROTECTION DEPENDING ON THE WORK TO BE DONE
Safety harness.For work at a height of 2 m. and above.
Back support belt.For tasks which require unusual positions to be adopt-ed, or straining.
High impact safety goggles.Use of drills, radial saws, etc.
Ear protection.Use of drills, radial saws, etc.
Welding screens and masks with metal smoke filter.Use of welding sets.
4
GB
SAFETY2COLLECTIVE PROTECTION EQUIPMENT
Safety tape and conesTo indicate and cordon off the work area.
No entry sign.To prevent unauthorized access, and indicate the need for PPE to be worn.
Portable fire extinguisher.
Fire blankets For work generating heat (welding, radial saws, etc.).
5
GB
CIV
IL W
OR
K A
ND
IN
ST
AL
LA
TIO
N
6
G B
NO ENCLOSURE
Between rails: 2700±5
Between rails: 2854±5
Between rails: 2500±5
No enclosure Energy chainDimensions
The distance between the underside of the foot and the floor must not exceed 10 mm.If the space K or L is smaller than recommended (500 mm), you will need to install the anti-smashing system and wire or rubber switch.
Z
Y
Detail Z
Detail Y
K D
B
E
M
C
N
P
Q
AF
H
L
Measurements in mm.
Left side connection
Right side connection
7
G B
CIV
IL W
OR
K A
ND
IN
ST
AL
LA
TIO
N
NO ENCLOSURE
Y
Installation of parts
A Max. vehicle height 2300 2500 2700B Max. vehicle width 2400C Rail length 9000 10000 9000 10000 9000 10000D Chassis width 3520 3520 3520 3520 3520 3520
ERecommended 4520 4520 4520 4520 4520 4520
Minimum 4000 4000 4000 4000 4000 4000
Without cutting supporting arm 4924 4924 4924 4924 4924 4924
F Chassis height 3113 3113 3313 3313 3513 3513
HRecommended 2260 2260 2260 2260 2260 2260
Minimum 2040 2040 2040 2040 2040 2040
Without cutting supporting arm 2664 2664 2664 2664 2664 2664
KRecommended 500 500 500 500 500 500
Minimum 280 280 280 280 280 280
Without cutting supporting arm 904 904 904 904 904 904
LRecommended 500 500 500 500 500 500
Minimum 200 200 200 200 200 200
M Max. vehicle length 6000 7000 6000 7000 6000 7000
N Bay length 9500 10500 9500 10500 9500 10500
P Between centres of posts 4320 4820 4320 4820 4320 4820
Q Between centres of rails 2854 2854 2854 2854 2854 2854
Y Between centring guides 2050 2050 2050 2050 2050 2050
Measurements in mm.
8
G B
NO ENCLOSURE
The distance between the underside of the foot and the floor must not exceed 10 mm.If the space K or L is smaller than recommended (500 mm), you will need to install the anti-smashing system and wire or rubber switch. Measurements in mm.
Catenary connectionDimensions
Between rails: 2700±5
Between rails: 2854±5
Between rails: 2500±5
Z
Y
Detail Z
Detail Y
K D
B
E
MC
N
P
Q
AF
H
L
Left side connection
Right side connection
9
G B
CIV
IL W
OR
K A
ND
IN
ST
AL
LA
TIO
N
NO ENCLOSURE
Y
Installation of parts
A Max. vehicle height 2300 2500 2700B Max. vehicle width 2400C Rail length 9000 10000 9000 10000 9000 10000D Chassis width 3520 3520 3520 3520 3520 3520
ERecommended 4520 4520 4520 4520 4520 4520
Minimum 4000 4000 4000 4000 4000 4000
Without cutting supporting arm 4920 4920 4920 4920 4920 4920
F Chassis height 3113 3113 3313 3313 3513 3513
HRecommended 2260 2260 2260 2260 2260 2260
Minimum 2040 2040 2040 2040 2040 2040
Without cutting supporting arm 2664 2664 2664 2664 2664 2664
KRecommended 500 500 500 500 500 500
Minimum 280 280 280 280 280 280
Without cutting supporting arm 904 904 904 904 904 904
LRecommended 500 500 500 500 500 500
Minimum 200 200 200 200 200 200
M Max. vehicle length 6000 7000 6000 7000 6000 7000
N Bay length 9500 10500 9500 10500 9500 10500
P Between centres of posts 3950 4950 3950 4950 3950 4950
Q Between centres of rails 2854 2854 2854 2854 2854 2854
Y Between centring guides 2050 2050 2050 2050 2050 2050
Measurements in mm.
10
G B
NO ENCLOSURE
Measurements and cross sectionsNo underchassis wash
A Max. vehicle height 2300 2500 2700B Max. vehicle width 2400C Rail length 9000 10000 9000 10000 9000 10000N Bay length 9500 10500 9500 10500 9500 10500
Q Between centres of rails 2854 2854 2854 2854 2854 2854
S Bay width 4830 4830 4830 4830 4830 4830
T Distance connection box (Energy chain) 4926 5426 4926 5426 4926 5426
W Length of entry grid, no Under chassis wash 3500 4500 3500 4500 3500 4500
Surface of bay treated with non-slip finish.Any guarantees as to the dimensions of the concrete beds depend on the floor being properly compacted.The dimensions of the frames and grates can be consulted on page 15.
A
B
C C’
B’
D’ D
A’
S
T
N
W
Q
Measurements in mm.
11
G B
CIV
IL W
OR
K A
ND
IN
ST
AL
LA
TIO
N
NO ENCLOSURE
Energy chain or catenary connection, right or left (depending on the layout of the facility).
SECTION A - A’
SECTION B - B’
SECTION C - C’
SECTION D - D’
HEA Section 100x9000 mmNot supplied by Istobal SA
Rebar mat 150x150x6 mm B 500 s
Rebar mat 150x150x6 mm B 500 s
Rebar mat 150x150x6 mm B 500 s Rebar mat 150x150x6 mm B 500 s
Rebar mat 150x150x6 mm B 500 s
PVC pipe D160 mm LPN 30x3 mm
Drain pipe D50 mm
Hollow brick wall 250x120x90 laid with M-40 morter
Measurements in mm.
Concrete FCK=25 n/mm2
Macadam
12
G B
NO ENCLOSURE
A
B
C C’
B’
D’ D
A’
With underchassis wash
A Max. vehicle height 2300 2500 2700B Max. vehicle width 2400C Rail length 9000 10000 9000 10000 9000 10000N Bay length 9500 10500 9500 10500 9500 10500
Q Between centres of rails 2854 2854 2854 2854 2854 2854
S Bay width 4830 4830 4830 4830 4830 4830
T Distance connection box (Energy chain) 4926 5426 4926 5426 4926 5426
U Length of entry grid, with Under chassis wash 2000 3000 2000 3000 2000 3000
Surface of bay treated with non-slip finish.Any guarantees as to the dimensions of the concrete beds depend on the floor being properly compacted. The dimensions of the frames and grates can be consulted on page 15.
S
T
N
U
Q
Measurements in mm.
13
G B
CIV
IL W
OR
K A
ND
IN
ST
AL
LA
TIO
N
NO ENCLOSURE
Energy chain or catenary connection, right or left (depending on the layout of the facility).
SECTION A - A’
SECTION B - B’
SECTION C - C’
SECTION D - D’
HEA Section 100x9000MMNot supplied by Istobal SA
Rebar mat 150x150x6 mm B 500 s
Rebar mat 150x150x6 mm B 500 s
Rebar mat 150x150x6 mm B 500 s Rebar mat 150x150x6 mm B 500 s
PVC pipe D160 mm LPN 30x3 mm
Drain pipe D50 mm
Hollow brick wall 250x120x90 laid with M-40 morter
Rebar mat 150x150x6 mm B 500 s
Measurements in mm.
Concrete FCK=25 n/mm2
Macadam
14
G B
NO ENCLOSURE
PipingOverground underchassis wash Mod. 4827400
Fitted underchassis wash Mod. 4300400 or 4300700
Self-service command post
Positioning by platform
To main drain
To shop terminal for self-service code
A Flexible PVC pipe D50 mmB PVC pipe D160 mmC PVC pipe D30 mmD 1” pipe DIN 24401 Energy chain connection box2 Catenary connection box
Self-service command post
Positioning by platform
To main drain
To shop terminal for self-service code
Measurements in mm.
B
A
A
A
A
A
A
A
A
A
A
B
D C
D C
1 2
1 2
15
G B
CIV
IL W
OR
K A
ND
IN
ST
AL
LA
TIO
N
NO ENCLOSURE
Frames and gratesFrame for fitted underchassis wash (not supplied by Istobal).
Grate with 820x1516mm frame ref. 2375600 (optional)
Anchoring
“L” Section 60x60x8 mm
Prefabricated guttering
Prefabricated guttering
Prefabricated guttering
Prefabricated guttering
Measurements in mm.
16
G B
WITH ENCLOSURE
With enclosure Energy chainDimensions
Measurements in mm.
Between rails: 2700±5
Between rails: 2854±5
Between rails: 2500±5
Left side connection
Right side connection
MC
Q
R
P
A
G
J
H
E
Z
Detail Z
Detail YY
The distance between the underside of the foot and the floor must not exceed 10 mm.With the enclosure of 4500 mm. you will need to install the anti-smashing system and wire or rubber switch.
17
G B
CIV
IL W
OR
K A
ND
IN
ST
AL
LA
TIO
N
WITH ENCLOSURE
Y
Measurements in mm.
A Max. vehicle height 2300 2500 2700B Max. vehicle width 2400C Rail length 9000 10000 9000 10000 9000 10000
ERecommended 4520 4520 4520 4520 4520 4520
Minimum 4000 4000 4000 4000 4000 4000
Without cutting supporting arm 4924 4924 4924 4924 4924 4924
GRecommended 3550 3550 3750 3750 3950 3950
Minimum 3150 3150 3350 3350 3550 3550
HRecommended 2260 2260 2260 2260 2260 2260
Minimum 2040 2040 2040 2040 2040 2040
Without cutting supporting arm 2664 2664 2664 2664 2664 2664
J Height service line 3084 3084 3284 3284 3484 3484
M Max. vehicle length 6000 7000 6000 7000 6000 7000
P Between centres of posts 4320 4820 4320 4820 4320 4820
Q Between centres of rails 2854 2854 2854 2854 2854 2854
R Length bay enclosure 10100 11100 10100 11100 10100 11100
Y Between centring guides 2050 2050 2050 2050 2050 2050
Installation of parts
18
G B
WITH ENCLOSURE
Catenary connectionDimensions
Between rails: 2700±5
Between rails: 2854±5
Between rails: 2500±5
Left side connection
Right side connection
MC
Q
R
P
A
GJ
H
E
Z
Detail Z
Detail YY
Measurements in mm.
The distance between the underside of the foot and the floor must not exceed 10 mm.With the enclosure of 4500 mm. you will need to install the anti-smashing system and wire or rubber switch.
19
G B
CIV
IL W
OR
K A
ND
IN
ST
AL
LA
TIO
N
WITH ENCLOSURE
A Max. vehicle height 2300 2500 2700B Max. vehicle width 2400C Rail length 9000 10000 9000 10000 9000 10000
ERecommended 4520 4520 4520 4520 4520 4520
Minimum 4000 4000 4000 4000 4000 4000
Without cutting supporting arm 4924 4924 4924 4924 4924 4924
GRecommended 3550 3550 3750 3750 3950 3950
Minimum 3150 3150 3350 3350 3550 3550
HRecommended 2260 2260 2260 2260 2260 2260
Minimum 2040 2040 2040 2040 2040 2040
Without cutting supporting arm 2664 2664 2664 2664 2664 2664
J Height service line 2364 2364 2564 2564 2764 2764
M Max. vehicle length 6000 7000 6000 7000 6000 7000
P Between centres of posts 3950 4950 3950 4950 3950 4950
Q Between centres of rails 2854 2854 2854 2854 2854 2854
R Length bay enclosure 10100 11100 10100 11100 10100 11100
Y Between centring guides 2050 2050 2050 2050 2050 2050
Y
Installation of parts
Measurements in mm.
20
G B
WITH ENCLOSURE
Surface of bay treated with non-slip finish.Any guarantees as to the dimensions of the concrete beds depend on the floor being properly compacted. The dimensions of the frames and grates can be consulted on page 25.
A
B
C C’
B’
D’ D
A’
V
Q
R
W
Measurements in mm.
Measurements and cross sectionsNo underchassis wash
A Max. vehicle height 2300 2500 2700B Max. vehicle width 2400C Rail length 9000 10000 9000 10000 9000 10000Q Between centres of rails 2854 2854 2854 2854 2854 2854
R Length bay enclosure 10100 11100 10100 11100 10100 11100
VWidth for enclosure 4.5 m. 5000 5000 5000 5000 5000 5000
Width for enclosure 4.8 m. 5300 5300 5300 5300 5300 5300
W Length of entry grid, no Underchassis wash 3500 4500 3500 4500 3500 4500
21
G B
CIV
IL W
OR
K A
ND
IN
ST
AL
LA
TIO
N
SECTION C - C’
SECTION D - D’
WITH ENCLOSURE
Energy chain or catenary connection, right or left (depending on the layout of the facility).
SECTION A - A’
SECTION B - B’
HEA Section 100x9000 mmNot supplied by Istobal SA
Rebar mat 150x150x6 mm B 500 s
Rebar mat 150x150x6 mm B 500 s
Rebar mat 150x150x6 mm B 500 s
PVC pipe D160 mm LPN 30x3 mm
Drain pipe D50 mm
Hollow brick wall 250x120x90 laid with M-40 morter
AEH-400 NAEH-400 N
AEH-400 N AEH-400 N
Measurements in mm.
Concrete FCK=25 n/mm2
Macadam
Rebar mat 150x150x6 mm B 500 s Rebar mat 150x150x6 mm B 500 s
22
G B
WITH ENCLOSURE
Surface of bay treated with non-slip finish.Any guarantees as to the dimensions of the concrete beds depend on the floor being properly compacted. The dimensions of the frames and grates can be consulted on page 25.
With underchassis wash
Measurements in mm.
V
Q
R
U
A
B
C C’
B’
D’ D
A’
A Max. vehicle height 2300 2500 2700B Max. vehicle width 2400C Rail length 9000 10000 9000 10000 9000 10000Q Between centres of rails 2854 2854 2854 2854 2854 2854
R Length bay enclosure 10100 11100 10100 11100 10100 11100
U Length of entry grid, with Under chassis wash 2000 3000 2000 3000 2000 3000
VWidth for enclosure 4.5 m. 5000 5000 5000 5000 5000 5000
Width for enclosure 4.8 m. 5300 5300 5300 5300 5300 5300
23
G B
CIV
IL W
OR
K A
ND
IN
ST
AL
LA
TIO
N
WITH ENCLOSURE
Energy chain or catenary connection, right or left (depending on the layout of the facility).
SECTION A - A’
SECTION B - B’
SECTION C - C’
SECTION D - D’
HEA Section 100x9000 mmNot supplied by Istobal SA
Rebar mat 150x150x6 mm B 500 s
Rebar mat 150x150x6 mm B 500 s
PVC pipe D160 mm LPN 30x3 mm
AEH-400 NAEH-400 N
AEH-400 N AEH-400 N
Drain pipe D50 mm
Hollow brick wall 250x120x90 laid with M-40
morter
Rebar mat 150x150x6 mm B 500 s
Rebar mat 150x150x6 mm B 500 s
Rebar mat 150x150x6 mm B 500 s
Measurements in mm.
Concrete FCK=25 n/mm2
Macadam
24
G B
WITH ENCLOSURE
A Flexible PVC pipe D50 mmB PVC pipe D160 mmC PVC pipe D30 mmD 1” pipe DIN 24401 Energy chain connection box2 Catenary connection box
PipingOverground underchassis wash Mod. 4827400
Measurements in mm.
Fitted underchassis wash Mod. 4300400 or 4300700
Self-service command post
Positioning by platform
To main drain
To shop terminal for self-service code
Self-service command post
Positioning by platform
To main drain
To shop terminal for self-service code
B
A
A
A
A
A
A
A
A
A1 2
A
B
D C
D C
1 2
25
G B
CIV
IL W
OR
K A
ND
IN
ST
AL
LA
TIO
N
WITH ENCLOSURE
Frames and gratesFrame for fitted underchassis wash (not supplied by Istobal).
Grate with 820x1516mm frame ref. 2375600 (optional)
Anchoring
Prefabricated guttering
Prefabricated guttering “L” Section 60x60x8 mm
Prefabricated guttering
Prefabricated guttering
Measurements in mm.
INSTALATION 4
Hyd
roca
rbon
se
para
tor
Slu
dge
settl
er
Pre
-trea
ted
wat
er
tank
Dem
iner
alis
ed
wat
er ta
nk
Dad
o tru
nkin
g 15
0x60
mm
.
Ser
vice
line
s to
mac
hine
Inst
alla
tion
Ove
rhea
d se
rvic
e co
nnec
tions
613
1415
10
7
7
1
10
1
23
25
2
9
12
16
11
A
M
CD
EH
IF
F
BG
JK
L
11
26
G B
INSTALATION4A
Ele
ctric
al d
istri
butio
n ca
bine
t
BC
ompr
esso
r
CP
hysi
cal r
ecyc
ler 5
m3/
h
D50
0 l s
tain
less
ste
el ta
nk (o
ptio
nal i
f rec
ycle
r is
not i
nsta
lled)
ER
ecyc
led
wat
er p
ump
F2-
way
dis
tribu
tor 3
0UQ
000
from
402
6400
GU
nder
chas
sis
was
h pu
mp
(with
pow
er s
witc
hing
)
H16
0 ba
r hig
h pr
essu
re w
heel
was
h pu
mp
I50
0 l s
tain
less
ste
el ta
nk
J80
bar
hig
h pr
essu
re p
ump
KR
ever
se o
smos
is d
emin
eral
iser
uni
t 560
0 L/
24 h
ours
LD
emin
eral
ised
wat
er p
ump
MU
nder
chas
sis
was
h
1P
VC
pip
e D
30m
m
2Fl
exib
le P
VC
pip
e D
50m
m
3P
VC
pip
e D
75m
m
4P
VC
pip
e D
110m
m
5P
VC
pip
e D
160m
m
61/
2” p
ipe
DIN
244
0
71”
pip
e D
IN 2
440
81”
pip
e D
IN 2
440
or p
olye
thyl
ene
D32
mm
91
1/2"
pip
e D
IN 2
440
or p
olye
thyl
ene
D50
mm
10P
olye
thyl
ene
pipe
D32
mm
11P
olye
thyl
ene
pipe
D40
mm
12Va
riopr
ess
hose
19x
29
1315
bar
med
ium
pre
ssur
e si
de p
rew
ash
1416
0 ba
r hig
h pr
essu
re w
heel
was
h
15H
igh
pres
sure
pre
was
h
16E
lect
ricity
to m
achi
ne
Elec
tric
ity s
uppl
y
Run
the
elec
trica
l lin
e un
derg
roun
d to
the
mai
n di
strib
utio
n bo
ard
thro
ugh
a D
100
flexi
ble
PV
C h
ose.
Cal
cula
tion
of th
e w
ire s
ize
of th
e m
ain
elec
trici
ty s
uppl
y de
pend
s on
the
sum
of s
imul
tane
ous
curr
ents
(use
the
elec
trica
l dat
a ta
ble
on
page
26)
it s
houl
d be
3F+
N+P
E fo
r 400
V a
nd 3
F +
PE
for 2
30 V
. Len
gth
of th
e ca
ble
alon
g th
e gr
ound
= 4
000
mm
.P
repa
re th
e el
ectri
cal c
abin
et in
acc
orda
nce
with
the
optio
nal e
xtra
s in
stal
led.
Wat
er s
uppl
y
Run
the
mai
ns w
ater
line
und
ergr
ound
thro
ugh
a 1
1/2”
pip
e D
IN 2
440
with
a m
inim
um fl
ow ra
te o
f 500
0 L/
h an
d 3
to 6
bar
s of
pr
essu
re.
Dep
th o
f the
pip
es u
nder
grou
nd -
100
mm
app
rox.
All
DIN
244
0 pi
pes
are
to b
e ga
lvan
ised
.A
ll po
lyet
hyle
ne p
ipes
mus
t be
able
to s
tand
at l
east
10
bar o
f pre
ssur
e. T
he le
ngth
of t
he s
uctio
n pi
pe m
ust n
ot e
xcee
d 10
000
mm
an
d th
e su
ctio
n de
pth
mus
t not
exc
eed
3000
mm
.
Air
supp
lyM
inim
um p
ress
ure
7 ba
r
Was
te d
ispo
sal s
tage
sP
hysi
cal r
ecyc
ler;
see
book
let r
ef: 3
1NX
000
Bio
logi
cal r
ecyc
ler;
see
book
let r
ef: 3
1NX
200
27
G B
CIV
IL W
OR
K A
ND
IN
ST
AL
LA
TIO
N
INSTALATION 4
7
4
1
23
6
6
5
5
10
5
9
13
1415
10
11
12
11
7
7A
M
CD
EH
IF
F
BG
JK
L
4,000 mm.D
ado
trunk
ing
150x
60m
m.
Ser
vice
line
s to
m
achi
ne
Con
nect
ions
box
Und
ergr
ound
con
nect
ions
Hyd
roca
rbon
se
para
tor
Slu
dge
settl
er
Pre
-trea
ted
wat
er
tank
Dem
iner
alis
ed
wat
er ta
nk
28
G B
INSTALATION4A
Ele
ctric
al d
istri
butio
n ca
bine
t
BC
ompr
esso
r
CP
hysi
cal r
ecyc
ler 5
m3 /h
D50
0 l s
tain
less
ste
el ta
nk (o
ptio
nal i
f rec
ycle
r is
not i
nsta
lled)
ER
ecyc
led
wat
er p
ump
F2-
way
dis
tribu
tor 3
0UQ
000
from
402
6400
GU
nder
chas
sis
was
h pu
mp
(with
pow
er s
witc
hing
)
H16
0 ba
r hig
h pr
essu
re w
heel
was
h pu
mp
I50
0 l s
tain
less
ste
el ta
nk
J80
bar
hig
h pr
essu
re p
ump
KR
ever
se o
smos
is d
emin
eral
iser
uni
t 560
0 L/
24 h
ours
LD
emin
eral
ised
wat
er p
ump
MU
nder
chas
sis
was
h
1P
VC
pip
e D
30m
m
2Fl
exib
le P
VC
pip
e D
50m
m
3P
VC
pip
e D
75m
m
4P
VC
pip
e D
110m
m
5P
VC
pip
e D
160m
m
61/
2” p
ipe
DIN
244
0
71”
pip
e D
IN 2
440
81”
pip
e D
IN 2
440
or p
olye
thyl
ene
D32
mm
91
1/2"
pip
e D
IN 2
440
or p
olye
thyl
ene
D50
mm
10P
olye
thyl
ene
pipe
D32
mm
11P
olye
thyl
ene
pipe
D40
mm
12Va
riopr
ess
hose
19x
29
1315
bar
med
ium
pre
ssur
e si
de p
rew
ash
1416
0 ba
r hig
h pr
essu
re w
heel
was
h
15H
igh
pres
sure
pre
was
h
16E
lect
ricity
to m
achi
ne
Elec
tric
ity s
uppl
y
Run
the
elec
trica
l lin
e un
derg
roun
d to
the
mai
n di
strib
utio
n bo
ard
thro
ugh
a D
100
flexi
ble
PV
C h
ose.
Cal
cula
tion
of th
e w
ire s
ize
of th
e m
ain
elec
trici
ty s
uppl
y de
pend
s on
the
sum
of s
imul
tane
ous
curr
ents
(use
the
elec
trica
l dat
a ta
ble
on
page
26)
it s
houl
d be
3F+
N+P
E fo
r 400
V a
nd 3
F +
PE
for 2
30 V
. Len
gth
of th
e ca
ble
alon
g th
e gr
ound
= 4
000
mm
.P
repa
re th
e el
ectri
cal c
abin
et in
acc
orda
nce
with
the
optio
nal e
xtra
s in
stal
led.
Wat
er s
uppl
y
Run
the
mai
ns w
ater
line
und
ergr
ound
thro
ugh
a 1
1/2”
pip
e D
IN 2
440
with
a m
inim
um fl
ow ra
te o
f 500
0 L/
h an
d 3
to 6
bar
s of
pr
essu
re.
Dep
th o
f the
pip
es u
nder
grou
nd -
100
mm
app
rox.
All
DIN
244
0 pi
pes
are
to b
e ga
lvan
ised
.A
ll po
lyet
hyle
ne p
ipes
mus
t be
able
to s
tand
at l
east
10
bar o
f pre
ssur
e. T
he le
ngth
of t
he s
uctio
n pi
pe m
ust n
ot e
xcee
d 10
000
mm
an
d th
e su
ctio
n de
pth
mus
t not
exc
eed
3000
mm
.
Air
supp
lyM
inim
um p
ress
ure
7 ba
r
Was
te d
ispo
sal s
tage
sP
hysi
cal r
ecyc
ler;
see
book
let r
ef: 3
1NX
000
Bio
logi
cal r
ecyc
ler;
see
book
let r
ef: 3
1NX
200
29
G B
CIV
IL W
OR
K A
ND
IN
ST
AL
LA
TIO
N
INSTALATION 4Electrical dataInstalled on machine
Model Description PowerkW
230 V Current
Simultane-ous A
400 VCurrent
Simultane-ous A
Sum currents
SimultaneousA
Rollover M’START (no dryer) 3.5 17.2 13.1
Rollover M’START (top dryer 2X3.8KW) 7.49 30.4 20.6
Rollover M’START (top dryer 2X3.8kW + side 2X3kW) 13.49 53.4 33.8
4300200 Heater products column 0.5 2 2
Values for calculating main supply Total amperes
on the machine
Model Description PowerkW
230V 400V 230 V Current
Simultane-ousA
400 VCurrent
Simultane-ousA
Sum currents
Simultane-ousA
Wire sizemm2 AGL
Wire sizemm2
AGL
Rollover (*) (*)x3F+PE (*) (*)
x3F+N+PE (*) (*) (*)
33HR800 Water pump 3 bar 140l/min (1st water)
1.5 1.5x3F+PE 10 1.5
x3F+PE 6 6 3.5
33HS600 Water pump 3 bar 125l/min (2nd water)
33HS900 Water pump 10 bar 90l/m 3 2.5x3F+PE 16 1.5
x3F+PE 10 11.5 6.6
33HT600 Water pump 15 bar 120l/m 5.5 4
x3F+PE 25 2.5x3F+PE 16 20 11.5
33YC700 Water pump 80 bar 42l/m 6 6x3F+PE 32 2.5
x3F+PE 20 24 14
Water pump 70 bar 21l/m onboard 3 2.5
x3F+PE 16 1.5x3F+PE 10 12 7
Physical recycler 5m3/h
5 4x3F+PE 25 4
x3F+N+PE
2518 15
Biological recycler 6m3/h
4DA1 Osmosis unit (with optional extras) 4 4
x3F+PE 20 4x3F+N+PE 20 16.5 15
4DA2 Osmosis unit(with optional extras) 6 4
x3F+PE 25 4x3F+PE 25 22 19
Compressor 1.5kw (min.) 1.5 1.5x3F+PE 10 1.5
x3F+PE 6 6 3.5
Values for calculating main supply Total amperes
30
G B
INSTALATION4El
ectr
ical
dis
trib
utio
n ca
bine
t
Not
sup
plie
d by
Isto
bal
230
/ 400
VR
OLL
OV
ER
PU
MP
1ST
WAT
ER
PU
MP
2ND
W
ATE
RW
ATE
R P
UM
P 10
BA
R 9
0L/M
WAT
ER
PU
MP
15 B
AR
120
L/M
W
ATE
R P
UM
P 80
BA
R 4
2L/M
OS
MO
SIS
UN
IT
4DA
1O
SM
OS
IS U
NIT
4D
A2
CO
MP
RE
SS
OR
QF1
QF2
QF3
QF4
QF5
QF6
QF9
QF1
0Q
F11
400V
**
6A10
A16
A20
A20
A20
A6A
230V
**
10A
16A
25A
32A
25A
25A
10A
Trip
ping
cu
rve
CC
CC
CC
C
* The
gau
ge o
f the
se d
evic
es w
ill d
epen
d on
the
valu
e in
am
pere
s de
fined
as
"mai
n su
pply
" by
the
sum
of t
he s
imul
tane
ous
curr
ents
.
31
G B
CIV
IL W
OR
K A
ND
IN
ST
AL
LA
TIO
N
G BINSTALATION