Anti-seismic reinforced house building structure

Abstract

The utility model discloses an anti-seismic reinforcing house building structure which comprises a supporting bottom plate and is characterized in that an anti-seismic reinforcing base is installed on the surface of the upper end of the supporting bottom plate, an anti-seismic reinforcing frame is installed outside the anti-seismic reinforcing base, and the surface of the upper end of the anti-seismic reinforcing base is fixedly connected with the anti-seismic reinforcing frame through a steel truss support. A reinforcing cross beam is installed on the surface of the upper end of the anti-seismic reinforcing frame, a triangular supporting frame is installed on the surface of one side of the anti-seismic reinforcing frame, and a lateral protection supporting plate is installed on the surface of the other side of the anti-seismic reinforcing frame. The building frame beam structure is reinforced, designed and protected, the stability and firmness of connection between the building frame beam structure and the anti-seismic reinforcing frame can be improved by installing the anti-seismic reinforcing base, all faces of the anti-seismic reinforcing frame can be reinforced, supported and protected through the lateral protection support structures, and the good anti-seismic reinforcing effect is achieved; and collapse of the frame beam structure in the house building can be effectively prevented.

Description

Technical Field

[0001] This utility model relates to the field of building structure technology, specifically to a seismic-resistant and reinforced building structure. Background Technology

[0002] Many old buildings in cities do not meet the seismic resistance standards and cannot be used for habitation. For these old buildings that do not meet the seismic resistance standards, it is necessary to carry out seismic reinforcement construction in a timely manner. Since earthquakes are still unpredictable, it is very important to strengthen the seismic resistance of buildings.

[0003] Chinese patent document CN219604927U discloses a seismic reinforcement structure for buildings, relating to the field of seismic reinforcement structure technology. This seismic reinforcement structure aims to solve the technical problems of poor wall reinforcement effect and easy damage to walls after vibration under existing technology. The structure includes a concrete base slab, an upper connecting plate sequentially disposed at the lower end of the concrete base slab, a seismic isolation component, a lower connecting plate, and a concrete wall fixedly connected to the upper end of the concrete base slab. A reinforcement layer and a sandblasted layer are sequentially disposed on the outer side of the concrete wall. The seismic reinforcement structure utilizes the design of the seismic isolation component to effectively reduce vibration and buffer damage, thereby preventing building damage. Simultaneously, the reinforcement layer, sandblasted layer, and connecting rods reinforce the structure of the concrete wall, effectively ensuring its integrity and preventing deformation and collapse. Furthermore, by setting up vertical reinforcement components, reinforcement is provided between the concrete base slab and the concrete top slab, increasing the load-bearing capacity and ensuring the integrity of the building.

[0004] The existing building structures described above have poor overall protection and lack good lateral support protection. Furthermore, the bottom installation is not stable and secure enough. Therefore, it is necessary to develop a new type of seismic-resistant and reinforced building structure. Utility Model Content

[0005] The purpose of this utility model is to provide a seismically reinforced building structure to solve the problems mentioned in the background art, such as poor overall protection effect of building structures, lack of good lateral support protection effect, and insufficient stability and firmness of bottom installation.

[0006] To achieve the above objectives, this utility model provides the following technical solution: a seismically reinforced building structure, comprising a supporting base plate, characterized in that a seismically reinforced base is installed on the upper surface of the supporting base plate, a seismically reinforced frame is installed on the outside of the seismically reinforced base, the upper surface of the seismically reinforced base is fixedly connected to the seismically reinforced frame through a steel truss bracket, a reinforcing beam is installed on the upper surface of the seismically reinforced frame, a triangular support frame is installed on one side surface of the seismically reinforced frame, and a lateral protective support plate is installed on the other side surface of the seismically reinforced frame.

[0007] Preferably, the seismic reinforcement base has reinforcing ribs installed on both sides of its surface, and supporting ribs are installed inside the seismic reinforcement base.

[0008] Preferably, a prefabricated snap-fit ​​plate is installed on the upper surface of the seismic reinforcement base, and the upper end of the prefabricated snap-fit ​​plate is welded and fixed to the steel truss support.

[0009] Preferably, the side surface of the triangular support frame is fixedly connected to a main support bracket by welding, and the main support bracket is fixedly connected to an auxiliary support bracket by connecting ribs. Multiple main support brackets are provided, and the main support brackets are reinforced and connected to each other by supporting steel plates.

[0010] Preferably, the lower surfaces of the auxiliary support, main support, and lateral protective support plate are all equipped with buffer pads, and the surfaces of the buffer pads are fixedly connected to the surfaces of the support base plate by shock-absorbing bolts.

[0011] Preferably, multiple reinforcing beams are arranged in parallel, and the two ends of the reinforcing beams are engaged and fixed with the internal slots of the seismic reinforcement frame.

[0012] Preferably, the surface of the lateral protective support plate is fixedly connected to the steel truss support by reinforcing strips.

[0013] Compared with the prior art, the beneficial effects of this utility model are:

[0014] This utility model strengthens and protects the frame beam structure of a building by installing a seismic-resistant base, which improves the stability and firmness of the connection between the base and the seismic-resistant frame. Multiple lateral protective support structures reinforce and protect each side of the seismic-resistant frame, achieving a good seismic reinforcement effect and effectively preventing the collapse of the internal frame beam structure. The bottom of the entire building structure is supported and stabilized by the seismic-resistant base. Reinforcing ribs and supporting ribs further strengthen and stabilize the interior and sides of the seismic-resistant base, improving its support and protection effect. Attached Figure Description

[0015] Figure 1 This is a schematic diagram of the overall structure of this utility model;

[0016] Figure 2 This is a side view of the present invention.

[0017] Figure 3 This is a schematic diagram of the seismic reinforcement base structure of this utility model.

[0018] In the diagram: 1. Support base plate; 2. Buffer pad; 3. Seismic reinforcement base; 4. Triangular support frame; 5. Main support bracket; 6. Connecting ribs; 7. Auxiliary support frame; 8. Reinforcement beam; 9. Seismic reinforcement frame; 10. Steel truss support; 11. Lateral protection support plate; 12. Reinforcing strip; 13. Supporting steel plate; 14. Reinforcing rib seat; 15. Precast snap-fit ​​plate; 16. Supporting rib plate. Detailed Implementation

[0019] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments of the present utility model. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments.

[0020] Please see Figure 1-3 An embodiment of this utility model provides: a seismically reinforced building structure, including a supporting base plate 1, a seismically reinforced base 3 installed on the upper surface of the supporting base plate 1, a seismically reinforced frame 9 installed on the outside of the seismically reinforced base 3, the upper surface of the seismically reinforced base 3 being fixedly connected to the seismically reinforced frame 9 through a steel truss bracket 10, a reinforcing beam 8 installed on the upper surface of the seismically reinforced frame 9, a triangular support frame 4 installed on one side surface of the seismically reinforced frame 9, and a lateral protective support plate 11 installed on the other side surface of the seismically reinforced frame 9.

[0021] Furthermore, reinforcing rib seats 14 are installed on both sides of the seismic-strengthened base 3, supporting rib plates 16 are installed inside the seismic-strengthened base 3, and a prefabricated snap-fit ​​plate 15 is installed on the upper surface of the seismic-strengthened base 3. The upper end of the prefabricated snap-fit ​​plate 15 is welded and fixed to the steel truss bracket 10. The reinforcing rib seats 14 and supporting rib plates 16 can be used to further strengthen and stabilize the interior and sides of the seismic-strengthened base 3, thereby improving the support and protection effect of the seismic-strengthened base 3.

[0022] Furthermore, the side surface of the triangular support frame 4 is fixedly connected to the main support bracket 5 by welding. The main support bracket 5 is fixedly connected to the auxiliary support frame 7 by the connecting ribs 6. Multiple main support brackets 5 are provided. The main support brackets 5 are reinforced and connected to each other by the supporting steel plate 13. By setting up the triangular support frame 4 in conjunction with the main support bracket 5, the lateral support and stability of the seismic reinforcement frame 9 can be further improved. At the same time, the connecting ribs 6 and the supporting steel plate 13 can be used to provide good reinforcement, stability and protection for the connection between the brackets.

[0023] Furthermore, buffer pads 2 are installed on the lower surfaces of the auxiliary support 7, the main support bracket 5, and the lateral protective support plate 11. The surface of the buffer pads 2 is fixedly connected to the surface of the support base plate 1 by shock-absorbing bolts, which can be used to buffer and support the bottom of the auxiliary support 7, the main support bracket 5, and the lateral protective support plate 11.

[0024] Furthermore, multiple reinforcing beams 8 are arranged in parallel. The two ends of the reinforcing beams 8 are engaged and fixed with the internal slots of the seismic reinforcement frame 9, which facilitates the quick installation and fixing of the reinforcing beams 8 and the seismic reinforcement frame 9. The reinforcing beams 8 can improve the overall stability of the seismic reinforcement frame 9.

[0025] Furthermore, the surface of the lateral protective support plate 11 is fixedly connected to the steel truss support 10 by the reinforcing strip 12, which can be used to further reinforce and stabilize the relationship between the lateral protective support plate 11 and the steel truss support 10.

[0026] Working principle: In use, a seismic-strengthened base 3 is installed on the upper surface of the supporting base plate 1. Reinforcing rib seats 14 are installed on both sides of the seismic-strengthened base 3. Supporting rib plates 16 are installed inside the seismic-strengthened base 3. A prefabricated snap-fit ​​plate 15 is installed on the upper surface of the seismic-strengthened base 3. The upper end of the prefabricated snap-fit ​​plate 15 is welded and fixed to the steel truss bracket 10. The reinforcing rib seats 14 and supporting rib plates 16 further reinforce and stabilize the interior and sides of the seismic-strengthened base 3, improving its support and protection effect. A seismic-strengthened frame 9 is installed on the exterior of the seismic-strengthened base 3. The upper surface of the seismic-strengthened base 3 is fixedly connected to the seismic-strengthened frame 9 through the steel truss bracket 10. A reinforcing beam 8 is installed on the upper surface of the fixed frame 9. The two ends of the reinforcing beam 8 are engaged and fixed with the internal slots of the seismic-resistant reinforced frame 9, which facilitates the quick installation and fixation between the reinforcing beam 8 and the seismic-resistant reinforced frame 9. The reinforcing beam 8 can improve the overall stability of the seismic-resistant reinforced frame 9. A triangular support frame 4 is installed on one side surface of the seismic-resistant reinforced frame 9, and a lateral protective support plate 11 is installed on the other side surface of the seismic-resistant reinforced frame 9. By setting up the triangular support frame 4, the main support bracket 5 and the lateral protective support plate 11, the lateral support and stability of the seismic-resistant reinforced frame 9 can be further improved. At the same time, the connecting ribs 6 and the supporting steel plate 13 can be used to provide a good reinforcement, stability and protection effect for the connection between the supports.

[0027] It should be noted that, in this document, relational terms such as "first" and "second" are used only to distinguish one entity or operation from another, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Furthermore, the terms "comprising," "including," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such process, method, article, or apparatus.

[0028] All standard parts used in this application can be purchased from the market. The specific connection methods of each part are all conventional methods such as bolts, rivets, and welding that are mature in the prior art. The machinery, parts and equipment are all conventional models in the prior art. In addition, the circuit connection adopts conventional connection methods in the prior art, and will not be described in detail here.

[0029] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A seismically reinforced building structure, comprising a supporting base plate (1), characterized in that, The upper surface of the supporting base plate (1) is equipped with a seismic reinforcement base (3), and the seismic reinforcement base (3) is equipped with a seismic reinforcement frame (9). The upper surface of the seismic reinforcement base (3) is fixedly connected to the seismic reinforcement frame (9) through a steel truss bracket (10). The upper surface of the seismic reinforcement frame (9) is equipped with a reinforcement beam (8). A triangular support frame (4) is installed on one side surface of the seismic reinforcement frame (9), and a lateral protective support plate (11) is installed on the other side surface of the seismic reinforcement frame (9).

2. The anti-seismic reinforced house building structure according to claim 1, characterized in that: The seismic reinforcement base (3) has reinforcing rib seats (14) installed on both sides, and the seismic reinforcement base (3) has supporting rib plates (16) installed inside.

3. The anti-seismic reinforced house building structure according to claim 2, characterized in that: The upper surface of the seismic reinforcement base (3) is equipped with a prefabricated snap-fit ​​plate (15), and the upper end of the prefabricated snap-fit ​​plate (15) is welded and fixed to the steel truss bracket (10).

4. The seismic-resistant reinforced building structure according to claim 1, characterized in that: The side surface of the triangular support frame (4) is fixedly connected to the main support frame (5) by welding. The main support frame (5) is fixedly connected to the auxiliary support frame (7) by connecting ribs (6). There are multiple main support frames (5), and the main support frames (5) are reinforced and connected to each other by supporting steel plates (13).

5. The seismic-resistant reinforced building structure according to claim 4, characterized in that: The lower surfaces of the auxiliary support (7), main support (5) and lateral protective support plate (11) are all equipped with buffer pads (2), and the surfaces of the buffer pads (2) are fixedly connected to the surfaces of the support base plate (1) by shock-absorbing bolts.

6. The seismic-resistant reinforced building structure according to claim 1, characterized in that: Multiple reinforcing beams (8) are arranged in parallel, and the two ends of the reinforcing beams (8) are engaged and fixed with the internal slots of the seismic reinforcement frame (9).

7. The seismic-resistant reinforced building structure according to claim 1, characterized in that: The surface of the lateral protective support plate (11) is fixedly connected to the steel truss support (10) by the reinforcing strip (12).

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