| 摘要 |
Disclosed is a method of casting in-situ a steel wire mesh cement slab with a spliced rack and a suspended formwork. The method comprises the following specific steps: step 1: machining at a plant a transverse planar truss beam (1), a longitudinal planar incomplete truss beam (2) and a longitudinal planar incomplete truss (3); step 2: making a bottom formwork; step 3: splicing and constructing an on-site truss (4) in a grid shape; step 4: suspending the bottom formwork; step 5: laying reinforcing mesh pieces; and step 6: performing in-situ casting. In the present method of casting in-situ a steel wire mesh cement slab with a spliced rack and a suspended formwork, the interspaced rack becomes a spliced rack and is applied to in-situ casting of floor slabs, such that a steel wire mesh cement slab is directly cast on site, and is cast as one with beams and columns, enabling the range of use of steel wire mesh cement slabs to be extended to the floor slabs of various buildings. |
