Available fixtures

Tool(s): Place PEIKKO Fixture

The following fixtures are available in country-specific catalogs. Custom sizes and lengths are available on request.

• Using WELDA® anchor plates, which are CE marked, and KL anchor plates, which are especially suitable for small edge distances, you can connect components of steel or reinforced concrete with reinforced concrete components, thus transferring loads to concrete. Anchor plates are installed to the planned positions before or during casting of concrete.
  Normally, the steel components are welded to the anchor plates when the concrete has hardened. There are various combinations of materials available for the plates and bolts.
• HPKM® and PEC®column shoes are connecting elements used to create instantly moment-resisting stiff column connections and column splices in precast concrete construction. The column connection does not require any temporary bracing during the erection stage. Typically, four column shoes are enough to create a moment-resisting connection. Columns shoes are installed to the planned positions before or during casting of concrete.
  Column shoes are cast into precast concrete columns, whereas anchor bolts are cast into foundations or other columns. At construction sites, the columns are erected on the anchor bolts and adjusted to the correct level and vertical position by tightening nuts onto the anchor bolts
  Finally, the joint between column and base structure is grouted. When the column is set up, nuts are used to connect the column shoes with the anchor bolts of the substructure (frictional connection).
• RBC and BECO® beam shoes are connecting elements used to create effective, moment-resisting connections in precast concrete construction. Beam shoes are installed to the planned positions before or during casting of concrete.
  Beam Shoes are casted into precast concrete beams, while anchoring couplers are casted into columns. On the construction site the beams are erected on corbels, adjusted to the correct positions and fixed to the anchoring couplers with the help of threaded bars.
  The joint between beam and column should be grouted before loading the beam. After grout is hardened, the joint works as reinforced concrete structure.
• SUMO® wall shoes are connecting elements used to create cost-effective tensile connections between precast concrete walls and foundations. In addition, these wall shoes are designed for tension splices of precast wall elements. Wall shoes are installed to the planned positions before or during casting of concrete.
  Wall shoes are cast into precast concrete walls, whereas anchor bolts are cast into foundations or other walls. On site, the walls are erected on adjusted shim plates in the correct position and fixed to the anchor bolts with nuts and special AL washers as bolt connections.
  Precast concrete wall connections are finalized by grouting the recesses and joints underneath the wall. Then formwork is applied and mortar is used to fill the joint between the bottom of the wall and the substructure and the recess within the wall.
• COPRA® anchoring couplers are rebar anchors with female threads for bolted connections in precast concrete structures. These anchoring couplers, which can be used with HPKM® column shoes, PEC® column shoes or BECO® beam shoes, transfer tensile, compression, and shear forces through the connection during erection and in the final stage.
• HPM® and PPM®anchor bolts are used to anchor concrete or steel structures and machinery into concrete base structures. Anchor bolts are installed to the planned positions before or during casting of concrete. These anchor bolts transfer tension, compression and shear forces.
  Depending on the anchorage depth, you can use long (P type) or short (L type) anchor bolts. Together with AL washers, the anchor bolts can be used with SUMO® wall shoes.
• WAS and BSA lifting inserts are used in applications with limited anchoring depth, such as slabs. These inserts transfer the anchoring loads horizontally to the slab. These inserts require a minimum level of reinforcement in the precast concrete elements. These inserts are not intended for tilt-up processes, and the load angle is limited to 45°.
• KK short inserts are ideal for all types of lifting operations. These inserts are used in applications with limited anchoring depth, such as slabs. These inserts transfer the anchoring loads horizontally to the slab. These inserts are not intended for tilt-up processes, and the load angle is limited to 45°.
• CSA and ESA short inserts are cross-hole inserts. As they are shorter, the can be used in a wide range of concrete elements. Anchorage is achieved by additional rebar. These inserts are ideal for all types of lifting operations and can be used for all load directions. Diagonal pull between 12.5° and 45° and lateral pull at up to 90° (resulting from tilting-up) are only permitted with additional reinforcement.