Construction structure for installing embedded plate in reinforcing steel bar

Abstract

The utility model discloses a construction structure for installing an embedded plate in a steel bar. The construction structure comprises a formwork; concrete is poured in the later period to form beam ribs of the beam body, and the beam ribs are installed at the downwards-concave positions of the formworks; an embedded plate is arranged above the beam rib; concrete is poured in the later period to form a surface rib of the floor, and the surface rib is installed on the top face of the formwork; and the surface bar transverse bars penetrate through the beam bars. After concrete is poured at the beam ribs to form a beam body, the friction ribs A, the positioning ribs A and the poured concrete at the beam ribs are solidified together to form a whole, so that the load of heavier equipment on the pre-embedded plate is transmitted to the beam body formed by the beam ribs and the poured concrete, and the problem that a floor slab surface rib cannot meet the stress requirement when the heavier equipment is mounted on the pre-embedded plate in the later period is solved.

Description

Technical Field

[0001] The utility model relates to a construction structure for installing an embedded plate in a steel bar, belonging to the technical field of embedded construction. Background Art

[0002] When pouring the floor slab of the equipment building used to place equipment, in order to meet the needs of fixing the equipment on the floor slab in the future, it is necessary to embed the embedded plates before pouring the floor slab of the equipment building.

[0003] The current technology for installing embedded panels on floor slabs is disclosed in Chinese Patent Publication No. CN202280152U. The embedded panels are fixed to the floor slab reinforcement by welding steel bars. Although the embedded panels can be fixed in the required position, the floor slab reinforcement cannot meet the load-bearing requirements when heavier equipment is installed on the embedded panels at a later stage. Utility Model Content

[0004] In order to solve the above technical problems, the utility model provides a construction structure for installing embedded plates in steel bars.

[0005] The utility model is achieved through the following technical solutions.

[0006] The utility model provides a construction structure for installing embedded plates in steel bars, comprising:

[0007] template;

[0008] The beam reinforcement of the beam body is formed by pouring concrete in the later stage. The beam reinforcement is installed in the concave part of the formwork; there is an embedded plate above the beam reinforcement;

[0009] The concrete is poured later to form the reinforcement of the floor slab, and the reinforcement is installed on the top surface of the formwork;

[0010] The transverse reinforcement of the surface reinforcement runs through the beam reinforcement.

[0011] The embedded plate is fixed by welding the positioning rib A to the beam reinforcement for position limiting; the embedded plate is fixed by welding the positioning rib B to the surface reinforcement for position limiting; the bottom of the embedded plate is fixed by welding a friction rib A extending into the interior of the beam reinforcement.

[0012] The friction ribs A are two and are spaced apart.

[0013] The embedded plate is provided with a connection hole for connecting with equipment.

[0014] The bottom of the embedded plate is fixed with a reinforcement which is poured with the reinforcement concrete and solidified to form a whole.

[0015] There are four tie bars, which are spaced apart in pairs and distributed on two opposite longitudinal sides of the embedded plate.

[0016] The reinforcement is in a curved shape and extends obliquely from the bottom of the embedded plate to the space above the surface reinforcement.

[0017] The friction ribs A are two spaced apart. The embedded plate is provided with a connection hole for connecting with equipment.

[0018] The beneficial effect of the utility model is that after the concrete is poured at the beam reinforcement to form the beam body, the friction reinforcement A, the positioning reinforcement A and the poured concrete at the beam reinforcement are solidified together to form a whole, so that the load of the heavier equipment on the embedded plate is transferred to the beam body formed by the poured concrete of the beam reinforcement, solving the problem that the floor slab surface reinforcement cannot meet the force requirements when heavier equipment is installed on the embedded plate in the later stage. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] Figure 1 It is a structural diagram of the utility model;

[0020] Figure 2 It is a structural diagram of the embedded plate of the utility model;

[0021] In the figure: 1-formwork; 2-beam reinforcement; 3-surface reinforcement; 4-embedded plate; 41-positioning reinforcement A; 42-positioning reinforcement B; 43-friction reinforcement; 44-tension reinforcement; 45-connecting hole. DETAILED DESCRIPTION

[0022] The technical solution of the present invention is further described below, but the scope of protection claimed is not limited to the described solution.

[0023] like Figures 1 to 2 shown.

[0024] The present application provides a construction structure for installing embedded plates in steel bars, comprising:

[0025] A template 1 provides an installation environment for steel bars, and beam bars 2 and surface bars 3 are installed on the template 1; the beam bars 2 are installed in the recessed part of the template 1 and concrete is poured later to form the beam body; the surface bars 3 are installed at the top surface of the template 1 and concrete is poured later to form the floor slab; the transverse bars of the surface bars 3 run through the beam bars 2.

[0026] An embedded plate 4 is located above the beam reinforcement 2 and is welded to the beam reinforcement 2 via positioning ribs A41 for position control. The embedded plate 4 is also welded to the surface reinforcement 3 via positioning ribs B42 for position control. Friction ribs A43 extending into the interior of the beam reinforcement 2 are welded to the bottom of the embedded plate 4.

[0027] After pouring concrete at beam reinforcement 2, the friction reinforcement A43, positioning reinforcement A41 and the poured concrete at beam reinforcement 2 are solidified together to form a whole, so that the load of the heavier equipment on the embedded plate 4 is transferred to the beam body formed by the poured concrete at beam reinforcement 2, solving the problem that the floor slab reinforcement cannot meet the force requirements when heavier equipment is installed on the embedded plate in the later stage.

[0028] Tie bars 44 are welded to the bottom of the embedded plate 4. These tie bars 44 will later solidify with the concrete poured into the surface reinforcement 3 to form an integral unit. Four tie bars 44 are spaced apart, two by two, on opposite longitudinal sides of the embedded plate 4. These tie bars 44 are curved, extending obliquely from the bottom of the embedded plate 4 to a point above the surface reinforcement 3.

[0029] The friction ribs A43 are two at intervals. The embedded plate 4 is provided with a connection hole 45 for connecting with equipment.

Claims

1. A construction structure for installing embedded plates in steel bars, characterized in that: include: Template (1); The beam reinforcement (2) of the beam body is formed by pouring concrete in the later stage, and the beam reinforcement (2) is installed in the concave part of the template (1); there is an embedded plate (4) above the beam reinforcement (2); Concrete is poured later to form the surface reinforcement (3) of the floor slab, and the surface reinforcement (3) is installed on the top surface of the template (1); the transverse reinforcement of the surface reinforcement (3) runs through the beam reinforcement (2).

2. The construction structure for installing embedded plates in steel bars according to claim 1, characterized in that: The embedded plate (4) is fixedly welded to the beam reinforcement (2) by positioning ribs A (41) for position limiting; the embedded plate (4) is fixedly welded to the surface reinforcement (3) by positioning ribs B (42) for position limiting; and a friction rib A (43) extending into the interior of the beam reinforcement (2) is fixedly welded to the bottom of the embedded plate (4).

3. The construction structure for installing embedded plates in steel bars according to claim 2, characterized in that: The friction ribs A (43) are two and spaced apart.

4. The construction structure for installing embedded plates in steel bars according to claim 2, characterized in that: The embedded plate (4) is provided with a connection hole (45) for connecting to equipment.

5. The construction structure for installing embedded plates in steel bars according to claim 2, characterized in that: A tie bar (44) is fixed to the bottom of the embedded plate (4) and is later cast with the surface bar (3) and solidified to form a whole.

6. The construction structure for installing embedded plates in steel bars according to claim 5, characterized in that: There are four tie bars (44), which are spaced apart in pairs and distributed on two opposite longitudinal sides of the embedded plate (4).

7. The construction structure for installing embedded plates in steel bars according to claim 6, characterized in that: The tie bars (44) are curved and extend obliquely from the bottom of the embedded plate (4) to a position above the surface bars (3).

8. The construction structure for installing embedded plates in steel bars according to claim 2, characterized in that: The friction ribs A (43) are two spaced apart; and the embedded plate (4) is provided with a connection hole (45) for connecting with equipment.

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