| 摘要 |
The flexurally resistant reinforcement element (1) has a lower positive tension reinforcement, an upper negative reinforcement and at least one serpentine bar (7) connecting these. In the two end regions of the positive tension reinforcement, at least one longitudinal reinforcing bar (6) is provided with a spacer formed by a bead (3) which is constructed in the bearing region (2) of the reinforced-concrete construction part. Preferably, each bead (3) is formed in the region between the last upper bend vertex (9) of the serpentine bar (7) and the end of the reinforcement element (1). <IMAGE>
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