The following requirements must be met in order for the HB crane installation to be installed:
The requirements for assembly of the HB crane installation can be checked by ABUS through a technical pre-clarification.
─ The technical pre-clarification is in any case performed if the assembly of the HB crane installation is done by ABUS.
─ The technical pre-clarification can also be performed by ABUS if the HB crane installation is done autonomously or through other fitting and installation companies.
─ If no technical pre-clarification is performed by ABUS, the following requirements must be independently checked and documented prior to the installation.
─ The supporting structure (building, hall ceiling, building support, etc.) must be able to withstand the expected loads.
─ There must be adequate space on the supporting structure for the ceiling connection. Other parts such as lamps, piping, vents, heaters should not interfere with the installation of the ceiling connection.
If parts that interfere are present, these must be taken into account during the planning of the HB crane installation. In this case, special craneway suspensions are necessary (e.g. V-suspension) in order to evade the interfering parts or the interfering parts must be removed or the craneway suspension planned around these parts.
─ All planning documents for the HB crane installation must be present.
ABUS creates and calculates these planning documents separately for each individual HB crane installation (or for the reconstruction of an existing HB crane installation).
The planning documents consist of at least a layout plan, an assembly plan and an overview of the suspensions and ceiling connections.
The planning documents, especially the suspension distances and projections, must in any case be followed exactly.
Have concrete elements (e.g.
intermediate deck) checked by a structural engineer.
In doing so, observe at least the following points:
─ The concrete element must be of sufficient thickness.
─ The quality of the concrete must be adequate.
─ The reinforcement cage in the concrete elements should not be damaged during assembly work. If this cannot be ensured, any damage to the reinforcement cage should not negatively affect the structural characteristics.
─ The concrete element may be maximally 400 mm in thickness.
Check the top side of the concrete
element (e.g. floor of the next story above).
In doing so, observe at least the following points:
─ The top side may not be covered with anything (e.g. tiles) that cannot withstand the loads.
─ The counter plates of the cup square bolts should not protrude.
─ The concrete ceiling must have at least quality B25 (C20/25) and maximally B55 (C50/60).
─ The concrete ceiling must be able to withstand the expected loads produced by the HB crane installation.
─ The concrete ceiling must be at least as thick as specified in the table. The minimum clearance of the drilled holes to joints and edges must be observed.
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Highbond dynamic anchors |
Minimum thickness of the concrete ceiling |
Minimum clearance to joints and edges |
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M12 |
140 mm |
150 mm |
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M16 |
160 mm |
150 mm |
Perform the separate technical
pre-clarification for the installation of the dowel plate using anchor rod and
injection mortar.
See “Technical pre-clarification and requirements for dowel fastenings of ABUS suspended rail systems”
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Check the incline of the supporting
structure.
The incline for normal suspensions may be maximally 3° in all directions.
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Check
the incline of the supporting structure.
The incline for inclined suspensions may be maximally 10° in all directions.
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Ceiling-mounted brackets 2LP/M16 or M20 with threaded rod |
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Check the flange width on the I-beam
of the supporting structure.
The flange must be at least 64 mm wide.
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Ceiling-mounted bracket 2LP/M16 with articulated girder in longitudinal direction |
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Check the flange width on the I-beam
of the supporting structure.
The flange must be at least 64 mm wide.
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Ceiling-mounted bracket 2LP/M16 with articulated girder in crosswise direction |
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Check the flange width on the I-beam
of the supporting structure.
The flange must be at least 80 mm wide.
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Flange thickness |
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Check the flange thickness on the
I-beam of the supporting structure.
The flange thickness must be between 6 and 20 mm.
If the flange is thicker than 20 mm:
special retaining plates must be used in the assembly.