| 摘要 |
<p>All movements and stresses caused by intrinsic weight, wind loading, slope and temp. change, between facade panels and support structure, are correctly transferred to the support structure by the facade anchor. Use is made of a simple knuckle joint, or a double knuckle joint; or of a modified cardanic suspension system with an additional horizontal swivelling hinge joint in the inside ring. Vertical movements may be permitted by a horizontal slit. This provides for three-dimensional adjustment and spatial displacement of panels.</p> |
