Anti-seismic reinforcing structure for house building

Abstract

The utility model relates to the technical field of constructional engineering, and discloses an anti-seismic reinforcing structure for housing construction, which comprises a first reinforcing plate, the lower part of the first reinforcing plate is fixedly connected with mutually symmetrical L-shaped sliding rails, the L-shaped sliding rails are connected with a second reinforcing plate in a sliding manner, and the bottom surfaces of the L-shaped sliding rails and the second reinforcing plate are provided with a plurality of U-shaped plates; the U-shaped plate comprises a first L-shaped plate body and a second L-shaped plate body, the bottom face of the first L-shaped plate body is fixedly connected with two parallel sliding rods, the surface of the second L-shaped plate body is provided with sliding grooves with the same cross section as the sliding rods, and the second L-shaped plate body is connected to the sliding rods in a sliding mode. The slidable second reinforcing plate is arranged below the first reinforcing plate, adjustment can be effectively carried out according to the length of the beam, the beam does not need to be cut according to an original method, meanwhile, the width of the U-shaped plate can be adjusted according to the width of the beam, the beam reinforcing device is more suitable for reinforcing beams of different lengths and widths, and the beam reinforcing efficiency is improved. Therefore, the anti-seismic effect of housing construction is improved.

Description

Technical Field

[0001] The utility model relates to the technical field of building engineering, in particular to an earthquake-resistant reinforcement structure for building construction. Background Art

[0002] Once an earthquake occurs, houses are easily damaged or even collapsed, so the research and application of earthquake-resistant reinforcement structures is particularly important.

[0003] The patent with the announcement number CN219316493U currently discloses a reinforced beam structure, which includes a horizontally arranged U-shaped fixed template and a U-shaped movable template sliding on the U-shaped fixed template, the U-shaped movable template is provided with a mounting groove on the side close to the beam, the mounting groove is arranged along the length direction of the beam, a plurality of lining components are arranged in the mounting groove, and a plurality of the lining components are arranged along the length of the beam, the lining component includes a reset spring arranged on the inner wall of the mounting groove and a lining plate installed on the reset spring plate, the reset spring plate pushes the lining plate to slide in the mounting groove, and is used to make the upper surface of the lining plate and the surface of the U-shaped fixed template close to the beam side flush, and the adjacent two lining plate sides abut against each other. The above technology has the effect of making the lower surface of the reinforced beam flush.

[0004] However, the above technology still has the following problems:

[0005] When reinforcing the beams, since the lengths and widths of the beams of different buildings are different, when fixing the reinforcement formwork at the bottom of the beams, it is necessary to measure the length and width of the beams of the building in advance and cut the reinforcement formwork. The operation is relatively complicated, and the existing U-shaped formwork has a fixed width, which is not applicable to beams of different widths. Summary of the invention

[0006] In view of the deficiencies in the prior art, the utility model provides an earthquake-resistant reinforcement structure for building construction, which reinforces the beams of a building, thereby improving the earthquake-resistant effect of the building construction.

[0007] The utility model provides the following technical solutions: an anti-seismic reinforcement structure for building construction, comprising a first reinforcement plate, a symmetrical L-shaped slide rail is fixedly connected to the bottom of the first reinforcement plate, a second reinforcement plate is slidably connected to the L-shaped slide rail, a plurality of U-shaped plates are arranged on the bottom surfaces of the L-shaped slide rail and the second reinforcement plate, the U-shaped plate comprises a first L-shaped plate and a second L-shaped plate, two mutually parallel slide rods are fixedly connected to the bottom surface of the first L-shaped plate, a slide groove with the same cross-section as the slide rod is opened on the surface of the second L-shaped plate, and the second L-shaped plate is slidably connected to the slide rod.

[0008] Furthermore, the L-shaped slide rail is a slide rail having the same length as the first reinforcement plate.

[0009] Furthermore, the L-shaped slide rails are arranged in an array on the lower surface of the first reinforcement plate.

[0010] Furthermore, a support seat is fixedly connected to the front end of the second reinforcement plate, and an upper surface of the support seat is flush with an upper surface of the first reinforcement plate.

[0011] Compared with the prior art, the utility model has the following beneficial effects:

[0012] This earthquake-resistant reinforcement structure for building construction can be effectively adjusted according to the length of the beam through two sections of reinforcement plates, without the need to cut it according to the original method. At the same time, the width of the U-shaped plate can be adjusted according to the width of the beam, which is more suitable for reinforcing beams of different lengths and widths, thereby improving the earthquake-resistant effect of the building, and the installation operation is simple and convenient. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] Figure 1 It is a schematic diagram of the three-dimensional structure of a long slide rail as a whole of the utility model;

[0014] Figure 2 It is a three-dimensional structural schematic diagram of the integral multi-section slide rail of the utility model;

[0015] Figure 3 It is a three-dimensional structural schematic diagram of the U-shaped plate of the utility model;

[0016] Figure 4 It is a schematic diagram of the cross-sectional three-dimensional structure of the utility model as a whole.

[0017] In the figure: 1. first reinforcement plate; 2. L-shaped slide rail; 3. second reinforcement plate; 4. U-shaped plate; 401. first L-shaped plate; 402. second L-shaped plate; 403. slide rod; 404. slide groove; 5. support seat. DETAILED DESCRIPTION

[0018] The technical solutions in the embodiments of the present invention will be described clearly and completely below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all of the embodiments.

[0019] See also Figures 1 to 4A seismic reinforcement structure for building construction, comprising a first reinforcement plate 1, wherein a mutually symmetrical L-shaped slide rail 2 is fixedly connected below the first reinforcement plate 1, a second reinforcement plate 3 is slidably connected to the L-shaped slide rail 2, a plurality of U-shaped plates 4 are arranged on the bottom surfaces of the L-shaped slide rail 2 and the second reinforcement plate 3, the U-shaped plate 4 comprises a first L-shaped plate 401 and a second L-shaped plate 402, two mutually parallel slide bars 403 are fixedly connected to the bottom surface of the first L-shaped plate 401, a slide groove 404 having the same cross section as the slide bar 403 is provided on the surface of the second L-shaped plate 402, and the second L-shaped plate 402 is slidably connected to the slide bar 403.

[0020] The earthquake-resistant reinforcement structure for building construction in the utility model is similar to the existing reinforcement beam structure, such as the patent with announcement number CN219316493U discloses a reinforcement beam structure. The main improvement of the utility model is that by setting a slidable second reinforcement plate 3 under the first reinforcement plate 1, it can be effectively adjusted according to the length of the beam, and it is not necessary to cut it according to the original method. At the same time, the width of the U-shaped plate 4 can be adjusted according to the width of the beam, which is more suitable for reinforcing beams of different lengths and widths. Figures 1 to 4 As shown, the earthquake-resistant reinforcement structure for house construction in the utility model is installed by first pulling the front end of the second reinforcement plate 3 so that the second reinforcement plate 3 moves away from the first reinforcement plate 1 along the L-shaped slide rail 2 until the distance between the front end of the second reinforcement plate 3 and the end of the first reinforcement plate 1 is adjusted to be the same as the length of the beam, and then the first reinforcement plate 1 and the second reinforcement plate 3 are fixed to the lower end of the beam. Before installing the U-shaped plate 4, the second L-shaped plate 402 is first pulled outward so that the width of the U-shaped plate 4 is slightly larger than the width of the beam, and then the horizontal surface of the first L-shaped plate 401 of the U-shaped plate 4 is fitted with the first reinforcement plate 1 or the second reinforcement plate 3, and the vertical surface of the U-shaped plate 4 is fitted with the side wall of the beam and fixed, and the second L-shaped plate 402 is pushed inward and fixed to the other side wall of the beam. The structural strength of the first reinforcement plate 1, the second reinforcement plate 3 and the U-shaped plate 4 is used to reinforce the beam, thereby improving the earthquake-resistant effect of the beam.

[0021] like Figure 1 As shown, the L-shaped slide rail 2 is a slide rail having the same length as the first reinforcement plate 1 .

[0022] Specifically, a complete L-shaped slide rail 2 has a stronger load-bearing capacity, but the cost is relatively high.

[0023] like Figure 2 As shown, the L-shaped slide rails 2 are arranged in an array on the lower surface of the first reinforcement plate 1 .

[0024] Specifically, a plurality of sections of slide rails arranged in an array can reduce manufacturing costs while meeting load-bearing requirements.

[0025] like Figure 1 or Figure 2 As shown, a support seat 5 is fixedly connected to the front end of the second reinforcement plate 3 , and an upper surface of the support seat 5 is flush with an upper surface of the first reinforcement plate 1 .

[0026] Specifically, it is ensured that the second reinforcement plate 3 is always parallel to the first reinforcement plate 1 to prevent the second reinforcement plate 3 from shaking up and down when an earthquake occurs, thereby damaging the L-shaped slide rail 2 and affecting the next use.

[0027] Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art may still modify the technical solutions described in the aforementioned embodiments, or make equivalent substitutions for some of the technical features therein. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention shall be included in the protection scope of the present invention.

Claims

1. An earthquake-resistant reinforcement structure for building construction, comprising a first reinforcement plate (1), characterized in that: A mutually symmetrical L-shaped slide rail (2) is fixedly connected below the first reinforcement plate (1), a second reinforcement plate (3) is slidably connected to the L-shaped slide rail (2), a plurality of U-shaped plates (4) are arranged on the bottom surfaces of the L-shaped slide rail (2) and the second reinforcement plate (3), the U-shaped plates (4) include a first L-shaped plate (401) and a second L-shaped plate (402), two mutually parallel slide bars (403) are fixedly connected to the bottom surface of the first L-shaped plate (401), a slide groove (404) having the same cross section as the slide bar (403) is provided on the surface of the second L-shaped plate (402), and the second L-shaped plate (402) is slidably connected to the slide bar (403).

2. The seismic reinforcement structure for building construction according to claim 1, characterized in that: The L-shaped slide rail (2) is a slide rail having the same length as the first reinforcement plate (1).

3. A seismic reinforcement structure for building construction according to claim 1 or 2, characterized in that: The L-shaped slide rails (2) are arranged in an array on the lower surface of the first reinforcement plate (1).

4. The seismic reinforcement structure for building construction according to claim 1 or 2, characterized in that: A support seat (5) is fixedly connected to the front end of the second reinforcement plate (3), and the upper surface of the support seat (5) is flush with the upper surface of the first reinforcement plate (1).

5. The earthquake-resistant reinforcement structure for building construction according to claim 3, characterized in that: A support seat (5) is fixedly connected to the front end of the second reinforcement plate (3), and the upper surface of the support seat (5) is flush with the upper surface of the first reinforcement plate (1).

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