Eurotec Catalogue Lifting and Transport Solutions Page 57
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Timber engineering OPERATING INSTRUCTIONS BALL SUPPORTING BOLT FOR REPEATED USE WARNING! Ball supporting bolts are designed for lifting and holding individual loads (not people!). In addition, they are not suitable for continuous load rotation. Contaminations, e.g. grinding sludge, oil and emulsion deposits, dust, etc. can impair the ball supporting bolts’ functionality. Damaged ball supporting bolts can endanger lives. Before every use, the ball supporting bolts must be inspected for visible defects, e.g. deformations, breaks, cracks, damage, missing balls, corrosion, function of the unlocking mechanism. Damaged ball supporting bolts must be withdrawn from further use. HANDLING AND LOADING To release the balls, press the button (A). When the button (A) is released, the balls are locked again. Attention: The button (A) is locked when the spring force has caused it to return to its original position. Do not press the button while it is under load! The load values F1/F2/F3 (see below) apply to lifting applications with a Steel load-handling device and x min. = 1.5 mm. MAINTENANCE Ball supporting bolts must be subjected to a safety inspection by a competent person at least once a year. VISUAL INSPECTION Deformations, breaks, cracks, missing/damaged balls, corrosion, damage to the screw connection on the shackle. FUNCTIONAL TEST The balls’ locking and unlocking mechanism must close automatically by spring force. Full shackle mobility is guaranteed. d1 l1 d2 d3 d4 min. l2 l3 l4 l5 l6 l7 l8 x min.* x max.* D H11 F1 kN* F2 kN* F3 kN* 20,0 50 24,50 30,0 25,00 36,5 52,0 32,6 36 56 114,0 1,5 10,0 8,5 6,5 19,70 25 20,0 *With 5-fold protection against breakage Original EC conformity mark The product complies with the provisions of EC Directive 2006/42/EC. Make: Type: Ball stud EH 22350 Angewandte Normen: DIN EN 13155 Attention: Check the assumptions that have been made. The specified values, type and number of connecting means represent a preliminary design. The projects must always be designed by authorised persons and in accordance with the state building regulations [LBauO]. Please contact a qualified structural engineer to obtain a proof of stability certificate in accordance with the state building regulations [LBauO] for a fee. We will be happy to put you in touch with someone. 57
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