Combined hollow floor slab comprising steel, concrete and hung fireproof ardealite plate and its production process

A production method and technology of reinforced concrete, applied in fire prevention, floor slabs, building components, etc., can solve the problems of not fully exerting the mechanical properties of steel and concrete, large surface area for rust prevention and fire prevention, and inability to save steel consumption, etc. Achieve the effect of avoiding grid deformation and welding stress, good rigidity and strength, and fast construction speed

Inactive Publication Date: 2006-08-02
GUIZHOU UNIV
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Problems solved by technology

[0002] At present, there are generally three types of steel-concrete composite structure floor structures. One is the steel-concrete composite beam structure, which is composed of concrete slabs and I-beams. There are the following deficiencies: ①The maximum bending moment of simply supported composite beams occurs in the mid-span, and the section of the I-beam is prepared according to the maximum bending moment, and the steel section is not prepared according to the magnitude of the force, and the amount of steel used is large
②The height of the structure is large, and the single beam bears the force on the plane, which does not have the characteristics of th

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  • Combined hollow floor slab comprising steel, concrete and hung fireproof ardealite plate and its production process
  • Combined hollow floor slab comprising steel, concrete and hung fireproof ardealite plate and its production process

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Embodiment Construction

[0017] Embodiments of the present invention: as attached figure 1 As shown, it is composed of more than 5 lower lower rib grid plates and upper upper rib grid plates connected by reinforced concrete shear keys (5), and the lower rib grid plates are not less than 5 grids in each direction , during fabrication, the grid size of the lower rib grid slab can be divided according to the geometric size of the floor slab. The upper rib grid plate is a cast-in-place reinforced concrete densely-ribbed well-shaped slab (2). For each hollow position of the reinforced concrete densely ribbed tic-tac-toe slab (2), first use phosphogypsum hollow wedges to fill the hollow positions. After the reinforced concrete densely ribbed tic-tac-toe slab (2) is formed, remove the hollow wedges to form Empty belly; the cast-in-place reinforced concrete densely ribbed slab (2) works together with the lower rib grid slab of the hollow large slab floor through the reinforced concrete shear key (5), so as t...

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Abstract

The present invention discloses large hollow steel-concrete floor slab and its production process. The floor slab has formwork of U-shaped cross section thin steel sheet connected into lattice and reinforced concrete deposited into the formwork to constitute integral lower rib lattice slab of the large hollow floor slab; in-situ deposited dense rib reinforced concrete slab with ardealite formwork as the upper rib lattice slab; reinforced concrete shear key to connect the lower rib lattice slab and the upper rib lattice slab integrally; and fireproof ardealite board fixed to the outside of the U-shaped cross section thin steel sheet. The present invention has the advantages of low steel consumption, low construction cost, high rigidity, high strength, convenient construction, etc.

Description

Technical field: [0001] The invention relates to a floor structure of a building and a manufacturing method thereof, in particular to a steel and concrete externally hung phosphogypsum fire-proof board combined hollow large slab floor and its production method. Background technique: [0002] At present, there are generally three types of steel-concrete composite structure floor structures. One is the steel-concrete composite beam structure, which is composed of concrete slabs and I-beams. There are the following deficiencies: ①The maximum bending moment of simply supported composite beams occurs in the middle of the span, and the section of the I-beam is prepared according to the maximum bending moment, and the steel section is not prepared according to the magnitude of the force, and the amount of steel used is large. ②The height of the structure is large, and the single beam bears the force on the plane, which does not have the characteristics of three-dimensional force, ...

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Application Information

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IPC IPC(8): E04B5/21E04B1/94
Inventor 马克俭张华刚郑涛胡岚高国富石继兵段渝忠
Owner GUIZHOU UNIV
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