Composite reinforced concrete structure
By setting steel structural beams on the side of the reinforced concrete column and connecting them with isolation angle steel, the problem of broken steel bars was solved, realizing the overall design of the reinforced concrete structure and enhancing the strength and stability of the structure.
Patent Information
- Application Number
- CN202423148392.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-19
- Publication Date
- 2025-11-14
- Estimated Expiration
- 2034-12-19
AI Technical Summary
Existing reinforced concrete structures are prone to steel bar breakage at the connection between steel beams and concrete columns, affecting the stability and strength of the structure.
By setting steel structural beams on the sides of reinforced concrete columns and setting isolation angle steel between the ring reinforcement and the central square steel, combined with the design of vertical steel plates and horizontal concrete blocks, an integrated structure is formed, which enhances the connection strength and stability.
This achieves an effective connection between reinforced concrete columns and steel beams, preventing the reinforcement from breaking and improving the overall strength and stability of the structure.
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Figure CN223548717U_ABST
Abstract
Description
Technical Field
[0001] This application relates to a composite reinforced concrete structure. Background Technology
[0002] Due to its high strength and excellent mechanical properties, reinforced concrete structures are widely used in public and residential buildings. Beam-column structures are the most commonly used structural form for effectively transferring wall loads and internal loads. With the increasing variety of building structures, composite structures combining steel and concrete are becoming more popular. These structures not only possess the advantages of rapid assembly and strong seismic performance of steel structures but also fully utilize the advantages of reinforced concrete. However, existing structures have certain problems in the connection between steel beams and concrete columns, with the reinforcing bars prone to breakage. Therefore, structural improvements are needed to avoid these issues. Utility Model Content
[0003] To address the aforementioned problems, this application proposes a composite reinforced concrete structure, comprising a reinforced concrete column and a steel structural beam disposed on the side of the column. The reinforced concrete column includes several annularly arranged reinforcing bars, and the steel structural beam includes two opposing vertical steel plates, through which the annular reinforcing bars pass. This application achieves a better connection between the reinforced concrete column and the steel structural beam by connecting the annular reinforcing bars that make up the column to the steel structural beam. Due to this structural integration, the connection will not cause potential problems such as the reinforcing bars breaking during use.
[0004] Preferably, a central square steel bar is provided in the middle of the reinforced concrete column, and the vertical steel plate abuts against the outer side of the central square steel bar. A separating angle steel bar is provided between the annular steel bar and the central square steel bar, and the separating angle steel bar is vertically positioned within the gap formed by the annular steel bar between the central square steel bar and the vertical steel plate; the opening of the separating angle steel bar faces the central square steel bar and the vertical steel plate. This application provides a separating angle steel bar between the central square steel bar and the annular steel bar. The separating angle steel bar serves to ensure the overall strength of the framework, and while ensuring the strength of the framework, it also prevents deformation of the annular steel bar at this location, thus ensuring structural strength.
[0005] Preferably, the annular reinforcing bars are arranged at four corners, with vertical reinforcing bars at each of the four corners, and outer protective concrete blocks are provided on the outside of the annular reinforcing bars, with the isolation angle steel embedded in the outer protective concrete blocks.
[0006] Preferably, the vertical reinforcing bars are composed of a combination of several vertical bars.
[0007] Preferably, the inner side of the central square steel is fixedly provided with several inner reinforcing vertical plates.
[0008] Preferably, the vertical steel plate is provided with edge protrusions on its upper and lower sides respectively.
[0009] Preferably, a transverse connecting auxiliary beam is provided on the upper part of the vertical steel plate.
[0010] Preferably, transverse concrete blocks are provided between the vertical steel plates. This application forms transverse concrete blocks by pouring concrete between the vertical steel plates and provides auxiliary transverse reinforcing bars and transverse connecting beams, thereby forming an integrated structure and ensuring the structural strength and stability of the connecting beam portion.
[0011] Preferably, auxiliary transverse reinforcement bars are provided inside the transverse concrete block.
[0012] This application can bring the following beneficial effects:
[0013] 1. This application achieves a better connection between reinforced concrete columns and steel structure beams by connecting the ring-shaped reinforcing bars that make up the reinforced concrete column with the steel structure beam. Since the structure is integrated, the connection will not cause potential problems such as the rebar breaking during use.
[0014] 2. This application sets an isolation angle steel between the central square steel and the ring steel. The isolation angle steel plays a role in ensuring the overall strength of the skeleton. While ensuring the strength of the skeleton, it can also prevent the ring steel from deforming and ensure the structural strength.
[0015] 3. This application forms a transverse concrete block by pouring concrete between vertical steel plates and setting auxiliary transverse reinforcing bars and transverse connecting beams, thereby forming an integrated structure and ensuring the structural strength and stability of the connecting beam part. Attached Figure Description
[0016] The accompanying drawings, which are included to provide a further understanding of this application and form part of this application, illustrate exemplary embodiments and are used to explain this application, but do not constitute an undue limitation of this application. In the drawings:
[0017] Figure 1 This is a schematic diagram of the structure of this application.
[0018] Figure 2 This is a structural schematic diagram of a steel beam.
[0019] Figure 3 This is a cross-sectional structural diagram of the steel structure.
[0020] Figure 4 This is a cross-sectional structural diagram of this application. Detailed Implementation
[0021] To clearly illustrate the technical features of this solution, the following detailed description, in conjunction with the accompanying drawings, will explain this application in detail.
[0022] In the first embodiment, such as Figure 1 As shown, a composite reinforced concrete structure includes a reinforced concrete column 1 and a steel structure beam 2 set on the side of the reinforced concrete column 1; the reinforced concrete column 1 includes a plurality of annularly arranged reinforcing bars 3, and the steel structure beam 2 includes two opposing vertical steel plates 4, with the annular reinforcing bars 3 passing through the vertical steel plates 4.
[0023] During assembly, a steel reinforcement cage is first set up, that is, a ring steel bar 3 and a vertical steel plate 4 are first set up, and concrete is poured to obtain a reinforced concrete column 1. This beam-column structure is then used as the supporting foundation.
[0024] In the second embodiment, as Figure 1-4 As shown, a composite reinforced concrete structure includes a reinforced concrete column 1 and a steel structure beam 2 set on the side of the reinforced concrete column 1; the reinforced concrete column 1 includes a plurality of annularly arranged reinforcing bars 3, and the steel structure beam 2 includes two opposing vertical steel plates 4, with the annular reinforcing bars 3 passing through the vertical steel plates 4.
[0025] A central square steel bar 5 is installed in the middle of the reinforced concrete column 1. The vertical steel plate 4 and the outer side of the central square steel bar 5 are abutted together. An isolation angle steel 6 is installed between the annular steel bar 3 and the central square steel bar 5. The isolation angle steel 6 is vertically installed in the gap formed by the annular steel bar 3 between the central square steel bar 5 and the vertical steel plate 4. The opening of the isolation angle steel 6 faces the central square steel bar 5 and the vertical steel plate 4. The annular steel bar 3 is arranged at four corners, and a vertical steel bar 7 is installed at each of the four corners. An outer protective concrete block 8 is installed on the outer side of the annular steel bar 3, and the isolation angle steel 6 is embedded in the outer protective concrete block 8. The vertical steel bar 7 is composed of several vertical bars. Several inner reinforcing vertical plates 9 are fixedly connected to the inner side of the central square steel bar 5.
[0026] Edge protrusions 10 are provided on the upper and lower sides of the vertical steel plate 4. A transverse connecting auxiliary beam 11 is provided on the upper part of the vertical steel plate 4. A transverse concrete block 12 is provided between the vertical steel plates 4. Auxiliary transverse reinforcing bars are provided inside the transverse concrete block 12.
[0027] During assembly, a steel reinforcement cage is first set up, that is, a central square steel 5 is set in the middle, and a ring steel bar and vertical steel plate 4 are set on the outside. A transverse connecting auxiliary beam 11 and auxiliary transverse steel bar 13 are set between the vertical steel plates 4. Then, under the action of the building formwork, the reinforced concrete column 1 and the transverse concrete block 12 are poured. Finally, the structure of this application is obtained after curing. This beam and column structure can be used as a supporting foundation for the construction of public buildings and civil buildings.
[0028] The above are merely embodiments of this application and are not intended to limit the scope of this application. Various modifications and variations can be made to this application by those skilled in the art. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of this application should be included within the scope of the claims of this application.
Claims
1. A composite reinforced concrete structure, characterized in that: The device includes a reinforced concrete column and a steel structure beam on the side of the reinforced concrete column. The reinforced concrete column includes several ring-shaped reinforcing bars, and the steel structure beam includes two opposing vertical steel plates, through which the ring-shaped reinforcing bars pass.
2. A composite reinforced concrete structure as described in claim 1, characterized in that: A central square steel bar is set in the middle of the reinforced concrete column. The vertical steel plate and the outer side of the central square steel bar are abutted together. An isolation angle steel is set between the annular steel bar and the central square steel bar. The isolation angle steel is vertically set in the gap formed by the annular steel bar between the central square steel bar and the vertical steel plate. The opening of the isolation angle steel faces the central square steel bar and the vertical steel plate.
3. A composite reinforced concrete structure as described in claim 2, characterized in that: The ring-shaped reinforcing bars are arranged at four corners, with vertical reinforcing bars at each of the four corners. External protective concrete blocks are installed on the outside of the ring-shaped reinforcing bars, and the isolation angle steel is embedded in the external protective concrete blocks.
4. A composite reinforced concrete structure as described in claim 3, characterized in that: The vertical reinforcing bars are composed of several vertical bars.
5. A composite reinforced concrete structure as described in claim 2, characterized in that: Several internal reinforcing vertical plates are fixedly connected to the inner side of the central square steel.
6. A composite reinforced concrete structure as described in claim 1, characterized in that: The vertical steel plate has edge protrusions on its upper and lower sides respectively.
7. A composite reinforced concrete structure as described in claim 1, characterized in that: A transverse connecting auxiliary beam is installed on the upper part of the vertical steel plate.
8. A composite reinforced concrete structure as described in claim 7, characterized in that: Horizontal concrete blocks are placed between the vertical steel plates.
9. A composite reinforced concrete structure as described in claim 8, characterized in that: Auxiliary transverse reinforcing bars are installed inside the transverse concrete blocks.