Excavations/Structural Calculations; Connecting The Disposal Pipe (Direct Separator Only) - Kessel EasyClean Standard Anleitung Für Einbau, Bedienung Und Wartung

2.5 Excavations/structural calculations

ß
50cm
4
Crushed stone, grading range 0/16, compacted to
97% DPr
Illustration shows NS 2
Influence zone of adjacent foundations
Minimum distance from foundations (a = distance between
bottom edge of chamber and bottom edge of foundation a =
ΔH x 1.73)
In addition, the floor slab in the area of the chamber must
not be used for extensive load transfer from the building.
Installation
30cm
3
30cm
30cm
30cm
30cm
3
2
1
30cm
30°
a
21

Compacted crushed stone

Blinding layer (5-10 cm)

Layer-wise compacted crushed stone (each
layer < 30 cm)
 Slope angle β (to DIN 4124)
     A load distribution slab is required for load
class D. A corresponding reinforcement plan
is available on request.
Note on the structural calculations:
The stability of the tank is only ensured for its self
weight, transport and for the described instal-
lation in accordance with the intended use (e.g.
load class, road construction). Additional loads
from single or strip footings or other external
actions must be avoided. Special measures may
have to be taken if these are to be expected.
H
2.6 Connecting the disposal pipe (Direct separator
only)
The disposal pipe (in the left and right-hand version) may
not be dismantled. It must be continued vertically on site
with a PE pipe (DN 65) and must be connected to a Storz B
coupling (available as an accessory). Horizontal pipes must
be laid with a gradient to the separator.