Novel assembly type reinforced concrete roofing board structure
By designing toothed grooves and through holes on prefabricated panels and combining the structure of I-shaped steel beams and connecting steel plates, the problems of insufficient and unstable connection strength of existing prefabricated roof panels are solved, and the effect of simple structure, stable connection and convenient operation is achieved, reducing construction costs and improving load-bearing capacity.
Patent Information
- Application Number
- CN202421946622.9
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-08-13
- Publication Date
- 2025-05-27
- Estimated Expiration
- 2034-08-13
AI Technical Summary
The existing prefabricated roof panels have problems of insufficient connection strength and unstable during the connection process, and the structure is complex and the prefabricated process is inconvenient, which affects the construction efficiency.
A new type of prefabricated reinforced concrete roof panel structure is adopted. One side of the prefabricated panel is equidistantly with toothed grooves, and through holes are equidistantly with through holes. The inner connecting steel bars are fixedly connected to the inner connecting steel bars in the through holes. There is an I-beam steel beam between the bottom of the two prefabricated panels. The top of the I-beam steel beam is fixedly connected to the connecting steel plate. The inner connecting steel bars penetrate to the outside of the connecting steel plate and are firmly connected to the connecting steel plate by bolts.
It achieves the effect of simple structure, stable connection and convenient operation, reduces the construction cost of reinforced concrete roof panel structure, and improves the overall load-bearing capacity of the structure.
Smart Images

Figure CN222909202U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of reinforced concrete floor and roof panels, in particular to a novel assembled reinforced concrete floor and roof panel structure. Background Art
[0002] At present, prefabricated floor and roof panels are widely used in buildings. These panels are prefabricated in the prefabrication yard, installed and connected on the construction site, and finally form a whole floor and roof panel. In the prefabricated frame structure, the connection between floor and roof panels is not only used to fix multiple panels, but also plays a role in load transfer. Therefore, a reasonable connection method is the key to ensure the smooth construction of the floor.
[0003] However, existing prefabricated floor panels have some problems in the connection process, including insufficient connection strength and unstable connection. In addition, the structure of the prefabricated floor panels is complex, the prefabrication process is inconvenient, and the installation process is cumbersome, which affects the construction efficiency.
[0004] Based on this, those skilled in the art have proposed a new type of assembled reinforced concrete floor and roof panel structure. Utility Model Content
[0005] The utility model discloses a novel assembled reinforced concrete floor and roof panel structure, aiming to solve the technical problems in the background technology.
[0006] In order to achieve the above purpose, the utility model adopts the following technical solutions:
[0007] A novel assembled reinforced concrete floor panel structure comprises a prefabricated panel, one side of which is provided with serrated grooves at equal intervals, the interior of the serrated grooves is provided with through holes at equal intervals, the interiors of the through holes are all fixedly connected with in-panel connecting steel bars, an I-beam is arranged between the bottoms of two prefabricated panels, the top of the I-beam is fixedly connected with a connecting steel plate, the in-panel connecting steel bars all penetrate to the outside of the connecting steel plate, and bolts are threadedly connected to the outside of the in-panel connecting steel bars and the outside of the connecting steel plate.
[0008] In a preferred solution, the two tooth-shaped grooves are combined to form a post-casting section, and the size of the post-casting section is smaller than the width of the I-beam.
[0009] In a preferred solution, a shear key is fixedly provided on the top of the I-beam, and the shear key is used to enhance the connection strength between the prefabricated panel and the I-beam.
[0010] In a preferred solution, the surface of the prefabricated panel is also covered with a waterproof coating to enhance its waterproof performance.
[0011] In a preferred solution, the connecting steel bars in the plate are made of high-strength steel bars to improve the bearing capacity of the entire structure.
[0012] The utility model provides a novel assembled reinforced concrete floor panel structure with the following advantages:
[0013] The utility model connects the connecting steel plate and the connecting steel bars in the plate by bolts, has a simple structure, a stable connection, and is convenient to operate, thus reducing the construction cost of the reinforced concrete roof panel structure. BRIEF DESCRIPTION OF THE DRAWINGS
[0014] Figure 1 This is a three-dimensional view of the first overall structure of a new type of assembled reinforced concrete floor and roof panel structure proposed by the utility model.
[0015] Figure 2 This is a three-dimensional view of the second overall structure of a new type of assembled reinforced concrete floor and roof panel structure proposed by the utility model.
[0016] Figure 3 for Figure 2 Enlarged view of point A in the middle.
[0017] In the attached figure: 1. Prefabricated panel; 2. Toothed groove; 3. Through hole; 4. Connecting steel bars in the panel; 5. I-beam; 6. Connecting steel plate; 7. Bolts. DETAILED DESCRIPTION
[0018] The technical solutions in the embodiments of the present application will be clearly and completely described below in conjunction with the drawings in the embodiments of the present application. Obviously, the described embodiments are only a part of the embodiments of the present application, rather than all the embodiments. The components of the embodiments of the present application usually described and marked in the drawings here can be arranged and designed in various different configurations. Therefore, the following detailed description of the embodiments of the present application provided in the drawings is not intended to limit the scope of the application claimed for protection, but merely represents the selected embodiments of the present application. Based on the embodiments of the present application, all other embodiments obtained by those skilled in the art without making creative work belong to the scope of protection of the present application.
[0019] The utility model discloses a novel assembled reinforced concrete floor and roof panel structure.
[0020] Reference Figure 1 , Figure 2 , Figure 3As shown, a novel assembled reinforced concrete floor panel structure includes a prefabricated panel 1, characterized in that toothed grooves 2 are equidistantly opened on one side of the prefabricated panel 1, through holes 3 are equidistantly opened inside the toothed grooves 2, and the insides of the through holes 3 are fixedly connected with in-slab connecting steel bars 4, an I-beam 5 is arranged between the bottoms of the two prefabricated panels 1, and a connecting steel plate 6 is fixedly connected to the top of the I-beam 5, the in-slab connecting steel bars 4 all penetrate to the outside of the connecting steel plate 6, and bolts 7 are threadedly connected to the outside of the in-slab connecting steel bars 4 and the outside of the connecting steel plate 5, the two toothed grooves 2 are combined to form a post-casting section, the size of the post-casting section is smaller than the width of the I-beam 5, and a shear key is also fixedly arranged on the top of the I-beam 5, and the shear key is used to enhance the connection strength between the prefabricated panel 1 and the I-beam 5, the surface of the prefabricated panel 1 is also covered with a waterproof coating to enhance its waterproof performance, and the material of the in-slab connecting steel bars 4 is high-strength steel bars to improve the overall bearing capacity of the structure.
[0021] The above is only a preferred specific implementation of the utility model, but the protection scope of the utility model is not limited thereto. The replacement can be a replacement of a part of the structure or device, or a complete technical solution. Equivalent replacement or change based on the technical solution of the utility model and its utility model concept should be included in the protection scope of the utility model.
Claims
1. A novel assembled reinforced concrete floor panel structure, comprising a prefabricated panel (1), characterized in that: One side of the prefabricated panel (1) is provided with tooth-shaped grooves (2) at equal intervals, and through holes (3) are provided inside the tooth-shaped grooves (2) at equal intervals, and the insides of the through holes (3) are fixedly connected with in-plate connecting steel bars (4), an I-beam (5) is arranged between the bottoms of the two prefabricated panels (1), and the top of the I-beam (5) is fixedly connected with a connecting steel plate (6), and the in-plate connecting steel bars (4) are all penetrated to the outside of the connecting steel plate (6), and bolts (7) are threadedly connected to the outside of the in-plate connecting steel bars (4) and the outside of the connecting steel plate (6).
2. A novel assembled reinforced concrete floor and roof panel structure according to claim 1, characterized in that: The two tooth-shaped grooves (2) are combined to form a post-casting section, and the size of the post-casting section is smaller than the width of the I-beam (5).
3. The novel assembled reinforced concrete floor and roof panel structure according to claim 1 is characterized in that: A shear key is also fixedly provided on the top of the I-beam (5), and the shear key is used to enhance the connection strength between the prefabricated panel (1) and the I-beam (5).
4. The novel assembled reinforced concrete floor and roof panel structure according to claim 1 is characterized in that: The surface of the prefabricated panel (1) is also covered with a layer of waterproof coating to enhance its waterproof performance.
5. The novel assembled reinforced concrete floor and roof panel structure according to claim 1 is characterized in that: The material of the connecting steel bars (4) in the plate is high-strength steel bars to improve the bearing capacity of the entire structure.