MANUAL
PARALLEL SLIDE RAIL SYSTEM
EG-PV
2
These instructions for use must be presented to the building site personnel.
1. General purpose of use
Extremely solid slide-rail system with a pipe culvert height of up to 1.80 m. When the system is used as di-
rected, the shoring can be performed with the occurrence of virtually no settling.
2. Specifications EG PV 400
Max. pipe culvert height:
1,800 mm
Rail length:
4,000 mm
Rail weight:
454 kg
Slide weight:
157 kg
Extension weight:
L= 500
29.2 kg
L=1000
50.5 kg
L=1500
71.8 kg
L=2000
93.1 kg
Max. bending moment:
210.3 kNm
3. Safety regulations
We refer to the fact that the above shoring system is only for the intended use and may only be assmebled,
installed, dismantled and unmounted in the sequence listed under points 4 - 7, exclusively with the use
of all relevant ”original construction elements”.
The shoring panels used are slide-rail panels of the KRA/KRI VS 100 type (plate thickness 105 mm) and
A/KRI VS 120 (plate thickness 125 mm). If this is not observed, the manufacturer’s liability and warranty
are invalid. Observe the load-bearing capacity of the shoring elements.
Note:
All of the requirements of BG-Bau (the professional association) as well as DIN 4124 ”Excavations and
trenches, embankments, workroom widths, shoring” are applicable. In the event of conditions deviating
from the standard conditions, construction site statics must be prepared.
4. Assembly:
Sufficiently tighten the sliding frame consisting of
two slides, and the extension beams required for
the trench width, according to Fig. 2, with screws
DIN 6914 M24x85-10.9 HV, nuts DIN 6951 M24-10
and discs DIN 6916. All screw connections must be
checked after each dismantling of the shoring ele-
ments and retightened if necessary. The screw
tightening torque is 750 Nm and the width across
flats of the HV screws is 41 mm. Thread the sliding
frame according to Fig. 2 into the guide with the
rail lying flat. Only an appropriate lifting device
may be used. Existing lifting eyes must be used.
After threading, insert the securing bolts into the
corresponding apertures pos. 2 and pos. 7 in the
rail and secure them by rotating 180°. Then thread
a second rail into the sliding frame using the lif-
ting eyes on the back of the rail and secure with
bolts in pos. 2 and pos. 7 as described above. After
erecting the rails, check the securing effectiveness
of the bolts.
W
A
R
N
IN
G
Image 2
Trench shoring equipment
Production - Sales - Rental - Service
Snug bolts in
Pos. 7 secure by
rotating 180°
Snug bolts in
Pos. 2 secure by
rotating 180°
