| 摘要 |
<p>The method involves connecting two consecutive beam units (1a,1b) at the level of their lower sole plates, by a connection unit (3). The beam units are articulated around a transversal axis (30). The consecutive beam units take support one over the other at the level of their upper sole plates (12) by a transversal wedging unit (4). The lower and upper sole plates are connected by a core. An independent claim is also included for a metallic bridge span comprising two longitudinal beams.</p> |
