EUROCARGO Euro 6
–
APPLICATIONS OF SUPERSTRUCTURES
APPLICATIONS OF SUPERSTRUCTURES
3.16
CONCRETE MIXER INSTALLATION
43
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Printed 603.95.747
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1st Ed. - Base 12/2013
3.16
CONCRETE MIXER INSTALLATION
Concrete mixer applications may only be constructed on vehicles that are suitable for this application and indicated in Table 3.16,
which provides the minimum specifications of the reinforcement sections and the effective capacity of the drum. The maximum
permissible weights for these vehicles may not be exceeded.
For the actual installation, besides observing the prescriptions imposed by the national Standards, the following also applies:
●
The concrete mixer must be equipped with a continuous steel counter chassis, in order to distribute concentrated loads as
much as possible. The chassis members may consist of sections which, while ensuring the same section modulus (W
x
) and a
moment of inertia (J
x
) not less than the values given in Table 3.15, make it possible to lower the centre of gravity of the added
structure (e.g. box sections, or sections with upper wing turned outwards, see Figure 3.28.
Table 3.15 - Minimum dimensions of the counter chassis profile
Models
Approximate capacity of
the drum [m
3
]
Section modulus W
x
[cm
3
] of the minimum reinforcement section
with a yield point of the material used = 360 N/mm
2
140EK, 150E, 160EK
3 ÷ 3.5
83
180K
4 ÷ 5
92
Note
For the dimensions of the profiles see Table 3.2.
91486
Figure 28
1.
Chassis
2.
Reinforcement section with normal channel
3.
Reinforcement section with upturned upper wing
4.
Relative drum positions
●
The counter chassis must be reinforced (e.g. crossbar, cross brace at rear part - see Chapter 3.2 - Paragraph "Crossbars"
(
➠
Page 9)) to reduce stress on the vehicle chassis caused by the forces generated during vehicle operation (due to the spe-
cific geometric configuration of the structure).
●
The connections (see Chapter 3.3 (
➠
Page 11)) must only involve the two chassis and be realized so as to guarantee secure
anchoring. For vehicles not originally equipped with plates, the use of plates is recommended for transverse and longitudinal
containment, while elastic connections should be limited to the front end of the counter chassis (see Figure 3.11 and 3.28).
Summary of Contents for EUROCARGO
Page 1: ...EUROCARGO EURO 6 M E D I U M R A N G E BODYBUILDERS INSTRUCTIONS ISSUE 2013 ...
Page 4: ... Printed 603 95 747 Base 12 2013 ...
Page 6: ... Printed 603 95 747 Base 12 2013 ...
Page 8: ... Printed 603 95 747 Base 12 2013 ...
Page 9: ... Printed 603 95 747 Base 12 2013 SECTION 1 GENERAL INFORMATION ...
Page 10: ... Printed 603 95 747 Base 12 2013 ...
Page 29: ... Printed 603 95 747 Base 12 2013 SECTION 2 CHASSIS INTERVENTIONS ...
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Page 91: ... Printed 603 95 747 Base 12 2013 SECTION 3 APPLICATIONS OF SUPERSTRUCTURES ...
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Page 135: ... Printed 603 95 747 Base 12 2013 SECTION 4 POWER TAKE OFFS ...
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Page 138: ...4 EUROCARGO Euro 6 POWER TAKE OFFS POWER TAKE OFFS Printed 603 95 747 1st Ed Base 12 2013 ...
Page 160: ...26 EUROCARGO Euro 6 POWER TAKE OFFS POWER TAKE OFFS Printed 603 95 747 1st Ed Base 12 2013 ...
Page 161: ... Printed 603 95 747 Base 12 2013 SECTION 5 ELECTRONIC SUB SYSTEMS ...
Page 162: ... Printed 603 95 747 Base 12 2013 ...
Page 215: ... Printed 603 95 747 Base 12 2013 SECTION 6 SPECIAL INSTRUCTIONS FOR SCR EXHAUST SYSTEM ...
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