uncoated, not weldable, with Dywidag-thread. To tie panels of a double-sided formwork or to transfer the loads from the support frame into the floor slab or foundation. Ø 15 mm: adm. load capacity 90 kN Ø 20 mm: adm. load capacity 160 kN Ø 26,5 mm: adm. load capacity 250 kN
galvanized, Dywidag thread Ø 15 mm, diameter of plate 60 mm, adm. load capacity 90 kN. It is used to anchor the formwork to the ground or a wall connection.
inset yellow chromated, spanner width 27 mm. To tighten and loosen flange nuts 100, articulated flange nuts 15/120 and flange screws (spanner width 36 mm for articulated flange nuts 20/140).
galvanized, with Dywidag-thread. To tie the anchors in the bottom slab and at the support frame, is used with a counter plate to increase the pull-out-resistance. Ø 15 mm: adm. load capacity 90 kN, SW 30 Ø 20 mm: adm. load capacity 160 kN, SW 36 Ø 26,5 mm: adm. load capacity 250 kN, SW 46.
galvanized, used with tie rods DW 15 and hexagonal nuts 15. Washer 40/80/8 for panels with a frame profile width of 40 mm, washer 60/100/10 for panels with a frame profile width of 60 mm.
plastic, spacer tube for tie holes. Packing unit: 25 pcs. Per tie hole two cones are additionally required. D22/200: internal diameter 22 mm, external diameter 28 mm, standard length = 2,00 m D30/200: internal diameter 22 mm, external diameter 30 mm, standard length = 2,00 m.
uncoated, adm. load capacity 90 kN depending upon the strength of the concrete or the rock, before the final load is applied a test pull has to be made.
uncoated, lost part, is used with tie rods DW 15 (DW 20) to produce watertight anchor points. Ø 15 mm: adm. load capacity 90 kN, Ø 20 mm: adm. load capacity 150 kN.
galvanized, to secure the slab formwork at slab edges and on cantilevering beams. Two (2) tensioning chains and one (1) coupling unit are required. Ø 8 mm, length 2,50 m, load capacity 5 kN. Attention: These chains must not be used as lifting devices (not shown).
release agent for all common formwork material and forming methods. The concrete surface turns out clean without any stains or impurities. It protects plywood from decay and brittleness, and metal formwork from corrosion. Water hazard class ZERO, bio-degradable, suitable for water tanks. Consumption: 1l for approx. 50-90 m² (not shown).
to ease formwork cleaning. It is applied to the formwork parts which are not in contact with the concrete (e.g. panel frames). We recommend to spray the wax all around the panels while they are piled up, it is sufficient to apply the wax after 5-6 re-uses. The forming face is still to be treated with MevaTrenn. Consumption: 1l per 10-20 m² (not shown).
FT 8 is suited for absorbent and non-absorbent forming faces. It is solvent-based and evaporates when applied, leaving a thin film of release agent on the forming face. It is especially recommended for formwork with alkus-sheets, it is recommended to apply it sparingly by using the stainless steel jet FT 8. Water hazard class 1, i.e. generally not hazardous to water. Consumption: 1l for approx. 50-90 m² (not shown).
galvanized, hole spacing 50 mm, hole Ø 16 mm, length 50 m, adm. tractive force 10 kN, to be cut at hole center. Together with the appropriate tensioner it serves as bottom anchoring when panels are assembled in horizontal position.
galvanized, to connect the foundation tape to the panels of the relevant formwork systems, it serves as bottom anchoring when panels are assembled in horizontal position. Two (2) tensioners are required per anchoring position.
Four (4) polyester ropes, length 5 m, with 60 cm lifting chain and four (4) lifting hooks, max. load capacity 20 kN (2 t), to load and unload trucks and to move panel stacks near the ground.
galvanized, with these lifting hooks any 4-roped crane slings available on site can be used to move the panel stacks (always use 4 hooks at a time). Max. load capacity 10 kN (1 t) per lifting hook, max. weight of a panel stack 2 tons.
Crane slings for panels with a frame profile width of 40 mm or 60 mm. Four (4) crane slings are required to move and transport panel stacks. Max. stacking height 126 cm = 10 panels, max. load capacity per crane sling10 kN, max. weight of stack 2 tons (w\out illustration).
to stack and transport 5 -12 frame formwork panels. Distance between holes depends on construction height of the panels: 10 cm, 12 cm or 14 cm. Max. load capacity = 10 kN per angle, for safety reasons consider 20 kN as maximum capacity for the whole stack. It is recommended to use two (2) foldable angles and two (2) angles of the rigid type for each stack.