Eurotec LIFTING ANCHOR MINI Manual de usuario
E.u.r.o.Tec GmbH • Unter dem Hofe 5 • D-58099 Hagen
Page 1 of 15
© by E.u.r.o.Tec GmbH · Last updated 06/2021 · Subject to changes, additions, typesetting and printing errors.
Timber engineering
TABLE OF CONTENTS
ASSEMBLY INSTRUCTIONS 2 – 4
OPERATING INSTRUCTIONS 5– 15
ASSEMBLY INSTRUCTIONS
LIFTING ANCHOR MINI
E.u.r.o.Tec GmbH • Unter dem Hofe 5 • D-58099 Hagen
Page 2 of 15
© by E.u.r.o.Tec GmbH · Last updated 06/2021 · Subject to changes, additions, typesetting and printing errors.
Timber engineering
Processing of the timber element - manually or mechanically
Manual
Drill a hole with a minimum depth of 47 mm in the centre
of the wood using a Forstner bit. The distance from the
edge must be at least 40 mm.
1
1.1
JOINING
REQUIRED TOOLS
·Drill
·Forstner bit Ø 40 mm
·(Cordless) screwdriver
REQUIREMENTS
·To be carried out by experts only.
·Minimum material width: 120 mm
·Minimum material thickness: 60 mm
ASSEMBLY INSTRUCTIONS
LIFTING ANCHOR MINI
E.u.r.o.Tec GmbH • Unter dem Hofe 5 • D-58099 Hagen
Page 3 of 15
© by E.u.r.o.Tec GmbH · Last updated 06/2021 · Subject to changes, additions, typesetting and printing errors.
Timber engineering
Remove chips thoroughly.
Machine
Mill a circular pocket with a diameter of 40 mm and a
depth of at least 47 mm. The distance from the edge must
be at least 40 mm.
Optional: Mill an additional circular pocket with a dia-
meter of min. 45 mm and a depth of 2 - 3 mm. This allows
the Lifting Anchor Mini to be flush with the top edge of the
wood.
1.2
Press Lifting Anchor Mini into the hole/pocket.
2
2.1
ASSEMBLY
ASSEMBLY INSTRUCTIONS
LIFTING ANCHOR MINI
E.u.r.o.Tec GmbH • Unter dem Hofe 5 • D-58099 Hagen
Page 4 of 15
© by E.u.r.o.Tec GmbH · Last updated 06/2021 · Subject to changes, additions, typesetting and printing errors.
Timber engineering
Screw in the 8 screws supplied.
Check the function. To do this, click the ball support bolt
into the Lifting Anchor Mini. The ball support bolt must
engage without any problems. When inserted, it must be
possible to turn it around its own axis, but it must not be
possible to pull it out.
2.2
2.3
PLEASE REFER TO THE FOLLOWING PAGE
FOR THE OPERATING INSTRUCTIONS.
ASSEMBLY INSTRUCTIONS
LIFTING ANCHOR MINI
E.u.r.o.Tec GmbH • Unter dem Hofe 5 • D-58099 Hagen
Page 5 of 15
© by E.u.r.o.Tec GmbH · Last updated 06/2021 · Subject to changes, additions, typesetting and printing errors.
Timber engineering
OPERATING INSTRUCTIONS
BALL SUPPORTING BOLT
OPERATING INSTRUCTIONS FOR THE BALL SUPPORTING BOLT
Warning!
Ball supporting bolts are designed for lifting and holding individual loads.
The product is not intended for lifting persons. In addition, they are not suitable for
continuous load rotation.
Contamination (e.g. grinding sludge, oil and emulsion deposits, dust, etc.) can impair the
function of ball supporting bolts.
Damaged ball supporting bolts can put people’s lives at risk. Before each use, ball supporting bolts must be
inspected for visible defects (e.g. deformations, fractures, cracks, damage, missing balls, corrosion, function
of the unlocking mechanism).
Damaged ball supporting bolts must be withdrawn from further use.
The ball carrier bolts have been tested by TÜV.
HANDLING AND LOADING
Press the button (A) to release the balls. The balls are locked again by releasing the button (A).
Please note: The button (A) is locked when the spring force has caused it to spring back to its original position. Do not
press the button when loaded!
The load values F1/F2/F3 (see page 6) apply to lifting in a steel receptacle andxmin. = 1.5mm.
MAINTENANCE
Ball supporting bolts must be subjected to a safety inspection by a competent person
at least once a year.
VISUAL INSPECTION
Deformations, fractures, cracks, missing/damaged balls, corrosion, screw
connection damage on the shackle.
FUNCTIONAL TEST
The balls’ locking and unlocking mechanism must close automatically by spring force.
Full shackle mobility is guaranteed.
USE
The Lifting Anchor Mini must only be used by competent staff.
A
E.u.r.o.Tec GmbH • Unter dem Hofe 5 • D-58099 Hagen
Page 6 of 15
© by E.u.r.o.Tec GmbH · Last updated 06/2021 · Subject to changes, additions, typesetting and printing errors.
Timber engineering
OPERATING INSTRUCTIONS
BALL SUPPORTING BOLT
ORIGINAL EC CONFORMITY MARK
The product complies with the regulations set down in the EC Directive 2006/42/EC.
Manufacture*: Erwin Halder KG
Address*: Erwin-Halder-Straße 5-9
88480 Achstetten-Bronnen
Germany
Make: Ball supporting bolt
Type: EH 22350
Applied standards: DIN EN 13155
Achstetten-Bronnen, December 22, 2016 Stefan Halder, General Manager
*Responsible for documentation
MAINTENANCE INSTRUCTIONS HOISTING DEVICE
Maintenance:
The hoisting device must be subjected to a safety inspection by a competent person at least once a year.
Visual inspection:
The hoisting device must be checked before each use. If there are any indentations in the material due to the ball bearing
bolt, corrosion, fractures, damages, tears and deformations of any kind, the hoisting device must be replaced.
Contamination (e.g. grinding sludge, oil and emulsion deposits, dust, etc.) can impair the function of the hoisting device.
In case of contamination, the component must be cleaned. Standard commercial cleaning agents can be used. Lubricants
must be avoided.
INSTRUCTIONS FOR USE
The S235JR grade steel hoisting device, in accordance with EN 10025-2, is used to connect wooden structures designed in
accordance with EN 1995-1-1:2008 Eurocode 5 - Design of timber structures - Part 1-1: General - Common rules and
regulations for the building industry were designed and engineered. It may only be used for static or quasi-static loads.
Connections with the Hoisting Device are used as structural timber connections and for the transport and assembly of
timber components made of laminated timber or CLT. The minimum cross-section thickness for walls and beams is 100 mm.
The minimum distances between the edges of the connectors parallel to the component plane is 200 mm. The values in the
table apply to characteristic raw densities of at least 350 kg/m3for CLT and 385 kg/m3for BSH. The table values are only
valid for lifting or assembly states. Do not use a hammer directly to drive the hoisting device into the wood. A separation
layer must be used to prevent damage to the hoisting device. The hoisting device may only be used with the corresponding
screws 6 x 60 or longer according to EN14952. The component is zinc-nickel coated. Zinc-nickel coatings are resistant to
the initial corrosion of base metals (according to DIN EN ISO 9227) for more than 1000 hours in the salt spray test (NSS).
E.u.r.o.Tec GmbH • Unter dem Hofe 5 • D-58099 Hagen
Page 7 of 15
© by E.u.r.o.Tec GmbH · Last updated 06/2021 · Subject to changes, additions, typesetting and printing errors.
Timber engineering
OPERATING INSTRUCTIONS
BALL SUPPORTING BOLT
HORIZONTAL WALL OR BEAM: SET UPRIGHT, THEN LIFT
Glue-laminated timber beams
Connection in the Connector Stop bracket Total weight [kg]
βwith two strands
Side area Lifting Anchor Mini Ø 40 mm + 8 x VSS 6 x 60
30° 273
45° 324
60° 350
75° 361
βwith n strands
90° n x 183
Glue-laminated timber wall
Connection in the Connector Stop bracket Total weight [kg]
βwith two strands
End grain area Lifting Anchor Mini Ø 40 mm + 8 x VSS 6 x 60
30° 142
45° 201
60° 246
75° 275
βwith n strands
90° n x 142
E.u.r.o.Tec GmbH • Unter dem Hofe 5 • D-58099 Hagen
Page 8 of 15
© by E.u.r.o.Tec GmbH · Last updated 06/2021 · Subject to changes, additions, typesetting and printing errors.
Timber engineering
OPERATING INSTRUCTIONS
BALL SUPPORTING BOLT
HORIZONTAL WALL OR BEAM: SET UPRIGHT, THEN LIFT
ββ
β
β
Horizontal GLT wall or beam, grain flow: vertical
Horizontal GLT wall or beam, grain flow: horizontal
Horizontal GLT wall or beam, grain flow: vertical
Horizontal GLT wall or beam, grain flow: horizontal
E.u.r.o.Tec GmbH • Unter dem Hofe 5 • D-58099 Hagen
Page 9 of 15
© by E.u.r.o.Tec GmbH · Last updated 06/2021 · Subject to changes, additions, typesetting and printing errors.
Timber engineering
OPERATING INSTRUCTIONS
BALL SUPPORTING BOLT
HORIZONTAL WALL OR BEAM: SET UPRIGHT, THEN LIFT
CLT wall or beam
Connection in the Connector Stop bracket Total weight [kg]
βwith two strands
End grain area Lifting Anchor Mini Ø 40 mm + 8 x VSS 6 x 60
30° 248
45° 295
60° 318
75° 328
βwith n strands
90° n x 166
Notes:
· The tables are based on the expert Evaluation report entitled ‘Load-Carrying Capacity of Connections with E.u.r.o. Tec
HebeFix Mini Lifting Anchors’ by H. J. Blaß, 01/12/2020.
· The tables illustrate the ‘Horizontal wall or beam: Set upright, then lift’ load case.
· The table values are only valid for lifting or assembly states.
· The minimum cross-section thickness for walls and beams is 100 mm.
· The minimum distances between the edges of the connectors parallel to the component plane is 200 mm.
· The connectors must be screwed into the components’ centre plane flush, plus perpendicular to the surfaces of the
narrow sides and side or end grain areas.
· The values in the table apply to characteristic raw densities of min. 350 kg/m³ for CLT and 385 kg/m³ for GLT.
·According to the above-mentioned expert report, a vibration coefficient of min. ϕ= 2.0 must be used.
·The values stated in the table take a vibration coefficient of ϕ= 2.0 into account. For deviating vibration coefficients,
the table values must be multiplied by the factor 2.0/ϕ.
Horizontal CLT wall or beam Vertical CLT wall or beam
E.u.r.o.Tec GmbH • Unter dem Hofe 5 • D-58099 Hagen
Page 10 of 15
© by E.u.r.o.Tec GmbH · Last updated 06/2021 · Subject to changes, additions, typesetting and printing errors.
Timber engineering
OPERATING INSTRUCTIONS
BALL SUPPORTING BOLT
VERTICAL WALL OR BEAM: LIFT
Glue-laminated timber beams
Connection in the Connector Stop bracket Total weight [kg]
βwith two strands
Side area Lifting Anchor Mini Ø 40 mm + 8 x VSS 6 x 60
30° 396
45° 642
60° 928
75° 929
βwith n strands
90° n x 464
Glue-laminated timber wall
Connection in the Connector Stop bracket Total weight [kg]
βwith two strands
End grain area Lifting Anchor Mini Ø 40 mm + 8 x VSS 6 x 60
30° 163
45° 279
60° 468
75° 864
βwith n strands
90° n x 743
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