Telescopic steel prop.

Art.-No. 161

Art.-No. 586876000

Telescopic steel prop.

Art.-No. 586877000

Telescopic steel prop.

Floor formwork panel for Dokadek 30.

Art.-No. 222

Storage and transport device for Dokadek panels.

Art.-No. 223

DokaPly Birch is a birchwood-veneer plywood sheet with film coating on both sides, for horizontal and vertical formwork applications.

Art.-No. 229

Closure between the panels.

Art.-No. 232

Supporting formwork sheets at closures between tableforms.

Art.-No. 238

For supporting and aligning wall formwork.

Art.-No. 239

Panel connection in the outside corner and with column formwork and for attaching universal walings, for example, and other parts to the formwork.

Art.-No. 261

For closures with formwork sheets 27mm.

Art.-No. 277

Attaching a toeboard to the Handrail post XP 1.20m.

Art.-No. 279

Height-adjustable connections between load-bearing tower and superstructure in combination with Split nut B for primary beams (e.g. multi-purpose walings, steel girders).

Art.-No. 297

Bottom levelling spindle for load-bearing towers.

Art.-No. 323

For securing plates and accessory parts, for example to multi-purpose walings.

Art.-No. 344

U-Ledgers are used as horizontals to connect standards and to transfer loads from platforms into standards when utilised with U-Type decking components.

Art.-No. 419

Art.-No. 338191500

The Wall tie is designed to attach to a Scaffold tube and butt to a supporting structure. It is available in 1.00m and 1.50m.

Art.-No. 338191000

The Wall tie is designed to attach to a Scaffold tube and butt to a supporting structure. It is available in 1.00m and 1.50m.

Art.-No. 328460600

The U head is designed to be installed at the top of a scaffold. Particularly for Shoring applications where beams are required to be supported. Alternatively the U head can be used at the base of the scaffold by turning it upside down.

Art.-No. 328450600

The 4 way screw jack is designed to be installed at the top of a scaffold. Particularly for shoring applications where one more beams are required to be supported.