Installation
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Oleolift-C
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Work must be carried out in such a way that no damage is caused to the plant and
the pipes and that they remain in their position. Subsequent subsidence of plant
components shall be prevented by appropriate measures.
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If the levelling is created using concrete, a 5 cm thick sand layer must be established
on top of this in order to guarantee uniform load distribution and to be able to
compensate for any manufacturing tolerances that may arise.
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A foundation earthing electrode or earthing strip shall be provided for potential
compensation during the construction phase.
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Always secure the excavation pit during the construction stage.
Slings for transport using lifting gear
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Tank and cover plate: Use 3-part harness with at least 5 m long strands made from
chain or cables with load hooks and NG 5 shackles according to DIN 82101
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Cover and shaft components: Use 3-type part harness with at least 5 m long strands
made from chain or cables with shaft jaws
3.3.2 Digging the excavation
Requirement: Excavation pits should have a diameter at least 1,500 mm larger than the external
diameter of the tank.
Î
Excavate the pit and secure.
Î
Establish underfill,
order-specific
design documentation.
3.3.3 Installing the tank
IMPORTANT
Transport lifting lugs are designed for the load of the tank. Do not transport with
shaft components placed on top.
Î
Bring in the tank and align horizontally.
Complete weight,
Chapter 7.1.2 “Characteristic Data”