Prefabricated assembled type steel-concrete combined beam connected through bolt nails
A prefabricated assembly and reinforced concrete technology, applied to building components, floor slabs, buildings, etc., can solve the problems of high energy consumption in the whole building cycle, unstable construction quality, complicated construction procedures, etc., and achieve good resistance to horizontal shearing and pulling Power, good promotion value, shortening the effect of construction time
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Embodiment 1
[0032] A prefabricated steel-concrete composite beam connected by studs, such as Figure 1~4 As shown, the connection structure is composed of H-shaped steel beams 1, prefabricated reinforced concrete floors 2, shear stud connectors 3, reserved circular through holes 4 for prefabricated floors, and non-shrinkage self-compacting high-strength concrete filler 6. The upper flange of the H-shaped steel beam 1 is welded with shear studs 3 on the center line along the beam axis direction according to design requirements, and the prefabricated reinforced concrete floor slab 2 is provided with circular reserved through holes 4 corresponding to the positions of the studs. When applied in the construction process, after the H-shaped steel beam 1 and the prefabricated reinforced concrete floor 2 are hoisted and docked, the non-shrinkage self-compacting high-strength concrete filler 6 is poured into the circular reserved through hole 4 . The non-shrinkage self-compacting high-strength con...
Embodiment 2
[0034] A prefabricated steel-concrete composite beam connected by studs, such as Figure 5-8 As shown, the difference from Embodiment 1 is only that double rows of shear studs 3 are welded along the axial direction of the beam at the left-right symmetrical position of the center line of the upper flange of the H-shaped steel beam 1, and the prefabricated reinforced concrete floor 2 is provided with Double rows of circular reserved through holes 4 corresponding to the positions of the studs.
Embodiment 3
[0036] A prefabricated steel-concrete composite beam connected by studs, such as Figures 9 to 12 As shown, the difference from Embodiment 1 is only that double rows of shear studs 3 are welded along the axial direction of the beam at the left-right symmetrical position of the center line of the upper flange of the H-shaped steel beam 1, and the prefabricated reinforced concrete floor 2 is provided with A square reserved through hole 5 corresponding to the peg position.
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