Steel planksare used to create a working platform in a scaffold. They are placed directly onto the ledgers and secured with the integrated lift-out guard. Steel planks are available with two widths 0.19m and 0.32m and in lengths 0.73m, 1.09m, 1.40m, 1.57m, 2.07m, 2.57m, 3.07m.

Art.-No. 559

Steel toe boards are mounted on working platforms to prevent material from falling down. These Toeboards are galvanized and not yellow.

Art.-No. 561

Bay braces are essential to increase the vertical stiffness of the scaffold! For stabilizing the outer plane of the scaffold, parallel and perpendicular to the facade, vertical braces are used. Vertical braces are placed in at least every 5th bay on every lift and in every end bay perpendicular to the facade. Diagonals are available for 1.00m, 1.50m and 2.0m heights, and bay lengths of 0.73m, 1.09m, 1.40m, 1.57m, 2.07m, 2.57m, 3.07m.

Art.-No. 572

Bay braces are essential to increase the vertical stiffness of the scaffold! For stabilizing the outer plane of the scaffold, parallel and perpendicular to the facade, vertical braces are used. Vertical braces are placed in at least every 5th bay on every lift and in every end bay perpendicular to the facade. Diagonals are available for 1.00m, 1.50m and 2.0m heights, and bay lengths of 0.73m, 1.09m, 1.40m, 1.57m, 2.07m, 2.57m, 3.07m.

Art.-No. 573

Bay braces are essential to increase the vertical stiffness of the scaffold! For stabilizing the outer plane of the scaffold, parallel and perpendicular to the facade, vertical braces are used. Vertical braces are placed in at least every 5th bay on every lift and in every end bay perpendicular to the facade. Diagonals are available for 1.00m, 1.50m and 2.0m heights, and bay lengths of 0.73m, 1.09m, 1.40m, 1.57m, 2.07m, 2.57m, 3.07m.

Art.-No. 574

Art.-No. 581

Art.-No. 582

Art.-No. 583

Art.-No. 584

Art.-No. 586

Art.-No. 587

Closure between the panels.

Art.-No. 602

Corner element for forming right-angle outside corners.

Art.-No. 607

Dimensionally stable solid-web beam with three-ply web and PUR beam-end reinforcement. (EN 13377-compliant)

Art.-No. 611

Forming acute-angle and obtuse-angle inside corners.

Art.-No. 619

Plywood sheet made of Chinese eucalyptus with 240 g/m² phenolic-resin film coating on both sides. The phenolic resin bond of the sheet passes a 72-hour boiling test. The edges are sealed with acrylic-resin varnish.

Art.-No. 622

Dimensionally stable solid-web beam with multi-ply web and PUR beam-end reinforcement. (Approval n° Z-9.1-920)

Art.-No. 629

Art.-No. 636

The Plan Braces are used for lateral bracing between the node points on the Ringlock Standards. The Plan Braces come in various sizes to suit the bay range.

Art.-No. 691

The Plan Braces are used for lateral bracing between the node points on the Ringlock Standards. The Plan Braces come in various sizes to suit the bay range.

Art.-No. 692