Wrong elevation floor node mechanism
The utility model provides a wrong elevation floor node mechanism, includes H shaped steel roof beam and high elevation, hangs down the first building carrier plate and the second building carrier plate of elevation, first building carrier plate is taken on the pterygoid lamina at girder steel top,...
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| Hauptverfasser: | , , , , |
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| Format: | Patent |
| Sprache: | chi ; eng |
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| Zusammenfassung: | The utility model provides a wrong elevation floor node mechanism, includes H shaped steel roof beam and high elevation, hangs down the first building carrier plate and the second building carrier plate of elevation, first building carrier plate is taken on the pterygoid lamina at girder steel top, web one side of girder steel is connected with a supporting bench board, second building carrier plate overlap joint is on a supporting bench board, the web opposite side of girder steel is connected with deep floor, deep floor is continuous with two pterygoid laminas of girder steel respectively from top to bottom. Wrong elevation floor node mechanism passes through the gusset and strengthens a girder steel and a supporting bench board, has improved the support intensity and the stability of first building carrier plate and second building carrier plate, has guaranteed joint strength between them, and integral strength of structure is high. Support rib plate is last wide narrow down, extends to a bearing sheet tip |
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