3
LRBS-FIX
HINT
• Never weld at the quentched and
tempered ring!
• Weld all seams at the same temperature.
1. Check before initial appending of the LRBS-Fix, the
position of the weld-on blocks to each other, that
means the base area must be at the same level.
2. Append weld-on blocks.
3. Check function of the ring. The ring must be able
to pivot 180°. If necessary please correct.
4. Remove any welding mistakes and dirt at the root
weld before applying the cover weld seams.
5. Weld blocks on (HY-weld circumferential).
Choose type of weld seam and size according to
picture 2 and chart 2.
6. Please check by a competent person after welding
the ongoing usage of the weld-on lashing point
(see chapter 4, Inspection criteria)
HINT
By the position of the weld-seam (HY-weld
circumferential) the following requirements
will be observed: DIN 18800 steel con-
structions requires: at outdoor buildings or
when strong corrosion must be expected
weld seams must be carried out as conti-
nuous fillet weld seams.
3.4 User instructions
• Check frequently and before each initial operation
the whole lashing point in regard of linger ability
as a lashing mean, regarding corrosion, wear, de-
formation etc. (see chapter 4, Inspection criteria).
ATTENTION
Wrong positioned or damaged weld-on
lashing points as well as improper use can
lead to injuries of persons and damage at
property, when load falls down.
Please check all lashing points carefully
before every usage.
• Please check carefully the wear indicator markings
of the weld-on lashing point (see picture 1):
Usage permitted:
no wear marks
visible
Use prohibited:
Replacement criteria rea-
ched. Material all the
way down to the
wear lenses has gone.
Pic 1: Wear indicators
• Please note that the lashing mean must be free
moveable in the LRBS-FIX. When lashing means
(f.e. lashing chain) are hinged or unhinged, no
pinching, shearing or joint spots must occure during
the handling.
• Avoid damage of lashing means resulting from
sharp edges.
• Lashing points must not be used for lifting loads.
3.5 Hints for regular inspection
In time periods complying to the need or usage, a
technical expert must control at least once a year the
appropriateness of the lashing point. This inspection
must also be done after each event of damage or
special incident.
4 Inspection criteria
Observe and control the following points before each
initial operation, in regular time intervals, after the as-
sembly and after special incidents.
• Completeness of the lashing point
• Complete and readable marking of Lashing Capa-
city as well as manufacturer sign
• Deformation at load bearing components like base
body and Ring.
• Mechanical damage, like strong notches, especially
in areas where tensile stress occurs.
• Reduction of cross-section due to wear >10 %
• Evidence of corrosion (pitting)
• Evidence of cracks
• Cracks or other damages at weld seam
Pic. 2: HY-weld seam
HY weld-seam
circumferntial
