Cantilever stiff concrete beam suspended formwork construction method
The invention discloses an overhanging stiff concrete beam hanging formwork construction method which comprises the steps that S1, overhanging stiff steel beams are sequentially hoisted, and the overhanging stiff steel beams are connected with steel columns in a welded mode; s2, a plate bottom formw...
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Main Authors | , , , , , , , , , , , , , , , , , , |
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Format | Patent |
Language | Chinese English |
Published |
07.03.2023
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Subjects | |
Online Access | Get full text |
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Summary: | The invention discloses an overhanging stiff concrete beam hanging formwork construction method which comprises the steps that S1, overhanging stiff steel beams are sequentially hoisted, and the overhanging stiff steel beams are connected with steel columns in a welded mode; s2, a plate bottom formwork support, a beam bottom operation frame and a beam side outer protection frame are erected; s3, the jacking is screwed to the elevation position of the main edge, and the beam bottom main edge, the secondary keel and the beam bottom die are installed on the basis of the beam bottom operation frame; s4, cantilever stiff steel beam steel bars are installed; s5, the U-shaped screws are sequentially hung on the cantilever stiff steel beam from top to bottom in an inverted mode; s6, the main back ridges are fixed through gaskets and double nuts; s7, a side formwork of the cantilever stiff steel beam is installed and reinforced; s8, pouring the cantilever stiff steel beam by adopting a layered intermittent pouring met |
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Bibliography: | Application Number: CN202211538416 |