| 摘要 |
Columns and beams in building frameworks were previously made mainly of concrete or steel, whereby the arched parts were made of concrete elements, either reinforced- concrete slab cast in situ or assembled slabs. In addition, steel beams and slab parts have been combined to form an assembled construction. The disadvantage was that the components were heavy and the framework components difficult to prefabricate so as to fit together. Attempts have been made to produce constructions having equivalent load-bearing strength but in a lighter design, using different types of frameworks of assembled constructions. The problem arises here from the combination of the parts. In this invention, the mould components 6,13,14 of the parts are easy to connect even at the mould stage by means of a column housing 7 which is standardized and simple to produce. It functions, inter alia, as an erection guide member for the supplementary steel parts 17 of the column, transfers the loads from one level to another, includes the mounting projections 8 for the beam moulds 13, etc. The concrete or equivalent is cast on site by using the said frame parts as casting moulds. <IMAGE>
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