Erection unit for a building floor slab and the erection method thereof
a technology for building floor slabs and erection units, which is applied to joists, auxiliary members of forms/shuttering/falseworks, girders, etc., can solve the problems of poor effect of structural strength of floor slabs and deformation of floor slabs, and achieve the effect of improving the quality of floor slabs and increasing installation speed
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second embodiment
[0038] Referring to FIGS. 8, 9 and 10, which show an erection unit in accordance with the present invention, the traction members 2 in this embodiment are hook-like tension rods. After installation of the floor slab mould 4 and the steel bar, an end of each of the hook-shaped tension rods 2 is inserted in the floor slab 3 and folded to into an angle, and another end of each of the tension rods 2 is folded into a hook and connected to the steel bar 9′ on the wall 9. The tension rod 2 is obliquely arranged.
third embodiment
[0039] Referring to FIGS. 11, 12 and 13, which show an erection unit in accordance with the present invention, wherein a plate 7 is soldered with a connecting rod 14 to create a “T”-shaped mounting member that is to be inserted in the wall 9. A lower end of the connecting rod 14 is formed with threads and protrudes out of the wall 9, and alike, the connection between the traction member 6 and the floor slab 3 is also achieved through the “T”-shaped mounting member formed by the plate 7 and the connecting rod 14. The traction member 6 can be in the form of a sleeve 11 formed with threads.
[0040] The traction member shown in FIGS. 11-13 is a tension rod 2, both ends of the tension rod 2 are connected to the floor slab 3 and the wall 9, respectively, via the plate 7. The plate 7 is threadedly connected to the tension rod 2.
fourth embodiment
[0041] Referring to FIGS. 14-16, which show an erection unit in accordance with the present invention, both ends of the tension rod 2 in this embodiment are folded into a hook and connected to the steel bars 3′ of the floor slab 3 and to the steel bars 9′ on the wall 9, respectively. The tension rod 2 is threadedly connected to the sleeve 11, so that the tension rod 2 can be tensioned or released by rotating the sleeve 11 in different directions.
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