Description

1. Used to forming of vertical concrete surfaces while constructing monolithic buildings and facilities 2. Maximum concrete hydrostatic pressure on the surface of the panel, kN/***** *2, 5 (*5) 3. Maximum panel&#**9; deflections at loading *5 kN/***** (triangular scheme of loading), mm 3 (1/**0 of span) 4. Speed of concrete lifting in the formwork at a height of the panel without limitations 5. Speed of concrete lifting when the height of the formwork exceeds 3, *5 m See the diagram of concreting rates depending on the height of the formwork 6. Panel&#**9; working surface Moisture resistant laminated plywood 7. Number of forming cycles Not less than *0 8. Number of locks on the panels for vertical lines 3 9. Maximum distance between connections, mm ***0 *0. Diameter of connections, mm *5/*8 *1. Type of installation-dismantling using of hoisting capacity *2. Weight of 1 ***** of the panel (the panel is 1, 2 x 3, *5 m without equipment), kg *8