摘要 |
A strut linkage (9, 30, 40, 50) for a steel construction (1), in particular of a tower of a wind power plant (2), preferably a corner post (3) of a lattice tower, is described and shown. In order that high forces can be dissipated via the strut linkage, without this entailing elevated stress peaks, an excessive use of material and/or an excessive outlay on construction, it is provided that a plate element (13, 31, 41, 51) is provided for arranging between (preferably load-bearing) steel construction components (7, 8), and that at least one connector element (17, 32, 42, 56) which is connected to the plate element (13, 31, 41, 51) is provided for attaching at least one strut (20) and/or guy of the steel construction (1) to the steel construction components (7, 8) via the plate element (13, 31, 41, 51). |
申请人 |
THYSSENKRUPP STEEL EUROPE AG;THYSSENKRUPP AG |
发明人 |
DREWES, STEPHAN;HIRT, MARK;PATBERG, LOTHAR;PATON, ADRIAN;SAVVAS, KONSTANTINOS |