| 摘要 |
The method involves positioning an elongate support frame (1) which is intended to be cast into the structural floor, at the location for the walls of the next storey, and providing a screeding profile at the upper portion of the support frame, by introducing reinforcement bars (12), intended to be cast into the walls, into the screeding profile (2). First bar portions are extending downwardly in order to be cast into the structural floor. Second bar portions are extended upwardly from the screeding profile. The method also involves bending down the second portions of the reinforcement bars to a horizontal position in the screeding profile, and positioning a cover on the screeding profile so that it covers the horizontally bent second portions of the reinforcement bars. |
