| 摘要 |
The method involves erecting each structure in several concrete sections (13,13'). An inner framework (6) is used, which has several framework sections (14') connected together, whose height corresponds to the height of a concrete section, and whose outer surface corresponds to the shape of the inner surface of the wall (4) to be cast. The framework has an upper, removable part (10,10'). A prefabricated inner framework section for the next concrete section to be cast is set on top of the upper part of an inner framework section for the last concrete section to be cast. A reinforcement is fitted on the outside of the framework section or is fitted in an additional working step on the top of the last concrete section to be cast. An outer framework is fitted. Concrete is poured into the framework and allowed to set, with the upper part of the inner framework section fixed to the inner framework at the concrete wall. The upper part of the inner framework section of the previous concrete section to be cast is removed and is connected to the main part of the frame work section of the next concrete section to be cast. An Independent claim is included for a framework section for implementing the method. |
