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5.
The driver can adjust the vibration times of the pile driver
according to the actual needs of the site work to improve the
centrifugal force.
6.
The first
stage
of vibration force:
A
pplicable to mud
dy soil
, soft
sand ground, silt ground, etc.
N
ormal
load
can reduce the
fuel
consumption of excavator
.
7.
The second
stage
force:
A
pplicable to the relatively
solid sandy
ground and clay layer
or
heavy load
s
.
8.
The hydraulic pressure and flow required for vibration have
been
pre-
set, please do not adjust them.
Excessivly H
igh
vibration
speed and load will damage the motor
s
, bearing
,
seal
s
,
and
reduce the service life of the equipment.
6.1.3 Clamp operation
1.
C
lose Clamps
: switch the clamping controller
on
, the
hydraulic
cylinder extends, and the clamp jaw block moves to
complete the
clamping action.
2. Open Clamps
: switch the clamping loosening controller, the
oil
cylinder retracts, and clamp jaw block moves, the loosening
action completed.
3. After clamping onto a pile
the safety wire rope must be
used
between the pile and the clamp.
4.
You can use
a
barb at the top of the clamp to drag the sheet
pile under base.
5.
The clamping oil circuit system is set
to 4641-5000 PSI
(
320-350
bar
)
pressure,
equipped with double pressure
holding
valve
, which can
ensure that the jaw will not be loosened due to
vibration.
P34
Summary of Contents for AT 75 B
Page 1: ...2021 Operation Manual Side Grip Vibro Hammer...
Page 10: ...1 1 2 3 4 5 6 7 8 9 10 P8...
Page 11: ...1 4 Specification 1 4 1 Product Dimensions P9 102 12 inches 51 49 inches 50 23 inches...
Page 15: ...P13...
Page 28: ...P26...