| 摘要 |
<p>The unit (20) has reinforcement elements (1) provided with a set of reinforcement iron i.e. vertical rods (2a, 22a). The rods are connected together via multiple of longitudinal rods, in an upper reinforcement section (35). Three of the vertical rods exhibit rectangular bending units (7a, 9a, 27a, 29a) in a bending direction, in a lower reinforcement section (36). Lower side pieces (6a, 26a), outer side pieces (8a, 28a), and upper side pieces (10a, 30a) are designed for limitation of a foundation reinforcement cage (37), which protrudes under wall reinforcement grids (13, 33). An independent claim is also included for a method for reinforcement of a concrete wall.</p> |
