| 摘要 |
The method is for absorption of loads in prefabricated concrete joists made of reinforced units fitted alongside each other. The load, partic. a tractive load on the joint underside, is absorbed in freely located reinforcement stages running along the component underside and projecting downwards from it. The stages are also partly cast into the component top concrete plate, so that the load is transmitted between the plate and the reinforcement stages. |
