78
Infills (typical solutions)
Unless stated otherwise, all dimensions are given in mm.
6.5 Openings for windows and doors
If the strain is asymmetric on panels tied in the centre near openings for doors and win-
dows, e.g. because concrete is being poured from one side, pressure-resistant struts
have to be added to the panel joints. Otherwise the joint may seesaw.
The strain will force the panels apart, and the panel joint that is not strained will force
the panels together. The connectors at the panel joints are not designed to accommo-
date this force.
The struts provided on site have to be placed in the tie position and at the upper and
lower edges of the panel.
Example of opening
Pressure-resistant strut provided on site, e.g. timber beam
80 mm / 100 mm
Place the pressure-resistant struts (e.g. timber beam 80 mm / 100 mm) at the panel
joint, one in each tie position as well as at the upper and lower edge of the element.
This does not apply to MANTO panels that are tied at the edge profile.
Summary of Contents for Huennebeck MANTO G3
Page 1: ...MANTO Large frame panel formwork User guide...
Page 9: ...9 Unless stated otherwise all dimensions are given in mm MANTO...
Page 61: ...61 Unless stated otherwise all dimensions are given in mm MANTO MANTO G3 M MANTO G3 M...
Page 219: ...219 Unless stated otherwise all dimensions are given in mm MANTO...
