FloorBridge Carbon Composite Joint Profiles FloorBridge ® SLX 15/10 Carbon composite floor join profile with an off-center sine curve | for horizontal joint movements Compressive strength Load Fire classification Colour Packaging (euro-pallet) Product characteristics - metal free - multiple grinding - highly loadable - overcoatable and free in design - significant reduction of maintenance costs of industrial trucks - tight coating connection possible - easy installation - can be driven over with low vibration Corresponds to EU vibration guideline 2002/44/EG (Germany: noise and vibration work safety regulation; Austria: VOLV - regulation noise and vibration) Width of joint profile approx. 130 mm Length of joint profile approx. 1.200 mm installed (1.195 mm net) Thickness of joint profile approx. 15 mm Joint width in substrate max. 10 mm Contamination seal approx. 10 mm (depending on the version) Total horizontal joint movement 8 mm (-3/+5 mm) Operating temperature range -25°C to a maximum of +40°C (if lower or higher temperatures consult the material manufacturer) max. 2 mm corresponds to forklift class FL6 -axle load 170 kN (DIN EN 1991-1-1) Bfl-s1 (hardly inflammable) grey - Warehouses and high-bay warehouses - Industrial buildings - Car manufacturers and supplier companies - Production plants - Shopping centres & supermarkets - Pharmaceutical industry (production and distribution) - Food industry (production and distribution) The joint movements of the components must be calculated by a specialist (structural engineer / planner) and made available to all parties involved. The load specifications do not apply to the floating installation variant. This eccentric joint profile must be installed 35 mm offset (eccentric) from the edge of the existing joint (see drawing below).

Substrate quality, preparation and processing Please refer to the product data sheet of the composite adhesive FloorBridge® series used in the installation and/or the FloorBridge® Installation tutorial. Notes on application / limitations No vertical movements may occur in the concrete slabs at the joint area. If there is a vertical movement of the concrete slabs in the joint area, this must be repaired before the joint repair by suitable measures such as anchoring, pinning, etc. or ground solidification (cement paste injections or the like); this is absolutely necessary for the stability of the...