Equally sturdy and simple HVP connection to concrete or steel up to about 300 kN. An anchor plate with concrete anchors ensures that the forces are applied properly into the concrete element. The secondary joist connection is realised with a normal HVP connector part.



HVP Verbinder 88210.3000

Long text

Main and secondary beam connection wood to concrete

Main and secondary beam connection wood to concrete with PITZL HVP 88210.3000 according to ETA-15/0187. Connection to secondary beam with 9 screws Heco Topix with a diameter of 5,0 mm and a length of 60 / 80 / 100 mm. Connection to concrete construction is made with 4 pcs. of countersunk concrete anchor. The lift-off protection with 2 pcs. cylinder head screws with a diameter of 5,0 mm and and a length of 20 mm is required. A transverse tension lock is / is not to be provided in the area of the secondary beam. The main beam is / is not torsional fixed or sufficiently held. The serviceability has to be proven by the stiffness characteristics. A fire resistance time of 30 / 60 minutes is to be solved by appropriate design measures.

The characteristic load bearing capacity according to timber strength class C24 are:
F_1,Rk = 15,23 / 20,00 / 20,00 kN - Force acting in direction of the secondary beam
F_2,Rk = 18,36 / 24,38 / 30,24 kN - Force acting in direction of insertion
F_3,Rk = 13,38 kN - Force acting against direction of insertion
F_4,Rk = 13,38 kN - Force acting perpendicular to direction of insertion
M_tor,J,Rk = 0,257 kN - Rotation moment in the axis of the secondary beam

The characteristic load bearing capacity according to timber strength class GL24h are:
F_1,Rk = 16,44 / 20,21 / 20,21 kN - Force acting in direction of the secondary beam
F_2,Rk = 19,81 / 26,31 / 32,63 kN - Force acting in direction of insertion
F_3,Rk = 14,09 kN - Force acting against direction of insertion
F_4,Rk = 14,09 kN - Force acting perpendicular to direction of insertion
M_tor,J,Rk = 0,271 kN - Rotation moment in the axis of the secondary beam

The load-bearing capacity in concrete must be designed separately according to the anchor manufacturer's specifications.

The number and arrangement of the connectors as well as the installation and assembly must be taken from the specifications in accordance with ETA-15/0187. Basically, the requirements of DIN EN 1992 and DIN EN 1995 must be fulfilled.

Short text

Main-secondary beam connector HVP 88210.3000; dimension 90 x 100 x 18 mm

Main-secondary beam connector according to ETA-15/0187 made of an aluminum alloy including 9 pcs. Heco Topix Ø 5,0 x 60 / 80 / 100 mm, yellow-galvanized / zinc-nickel, suitable for the following design-relevant loads:

For timber strength class C24
F_1,Rk = 15,23 / 20,00 / 20,00 kN - Force acting in direction of the secondary beam
F_2,Rk = 18,36 / 24,38 / 30,24 kN - Force acting in direction of insertion
F_3,Rk = 13,38 kN - Force acting against direction of insertion
F_4,Rk = 13,38 kN - Force acting perpendicular to direction of insertion
M_tor,J,Rk = 0,257 kN - Rotation moment in the axis of the secondary beam

For timber strength class GL24h
F_1,Rk = 16,44 / 20,21 / 20,21 kN - Force acting in direction of the secondary beam
F_2,Rk = 19,81 / 26,31 / 32,63 kN - Force acting in direction of insertion
F_3,Rk = 14,09 kN - Force acting against direction of insertion
F_4,Rk = 14,09 kN - Force acting perpendicular to direction of insertion
M_tor,J,Rk = 0,271 kN - Rotation moment in the axis of the secondary beam

The load-bearing capacity in concrete must be designed separately according to the anchor manufacturer's specifications.