Masonry wall reinforcing structure

Abstract

The utility model discloses a masonry wall reinforcing structure, which belongs to the technical field of masonry wall reinforcement, and adopts the technical scheme that the masonry wall reinforcing structure comprises a plurality of reinforcing steel bars inserted into a masonry wall, the plurality of reinforcing steel bars are connected with transverse steel members, each transverse steel member comprises first I-shaped steel and second I-shaped steel, and the first I-shaped steel and the second I-shaped steel are arranged in parallel. A first opening is formed in the middle of the first I-shaped steel, second openings are formed in the two sides of the middle of the second I-shaped steel, inclined edges are arranged on the sides, close to the masonry wall, of the first I-shaped steel and the second I-shaped steel, and the first I-shaped steel and the second I-shaped steel are sequentially arranged in turn. A formwork is arranged on the masonry wall, and the size of the formwork corresponds to that of the masonry wall. According to the scheme, the overall strength and bearing capacity of the masonry wall can be enhanced, and the service life of a building wall is prolonged.

Description

Technical Field

[0001] This utility model relates to the field of masonry wall reinforcement technology, specifically a masonry wall reinforcement structure. Background Technology

[0002] In existing technologies, masonry walls, as common load-bearing or enclosing components in building structures, directly affect the overall safety of buildings due to their stability and strength. However, in some older buildings, masonry walls, due to long-term use and exposure to wind and rain, may develop cracks, defects, and loosening, leading to a weakening of the overall strength and load-bearing capacity of the masonry walls and posing a risk of collapse. Therefore, a masonry wall reinforcement structure is needed. Utility Model Content

[0003] In view of the problems existing in the prior art, the purpose of this utility model is to provide a masonry wall reinforcement structure that can enhance the overall strength and load-bearing capacity of the masonry wall and extend the service life of the building wall.

[0004] The above-mentioned technical objective of this utility model is achieved through the following technical solution: a masonry wall reinforcement structure, applied to a masonry wall, comprising multiple reinforcing bars inserted into the masonry wall, each of the multiple reinforcing bars being connected to a transverse steel member, the transverse steel member comprising a first I-beam and a second I-beam, the first I-beam having a first opening in the middle, the second I-beam having second openings on both sides of the middle, the first I-beam and the second I-beam both having an inclined edge on the side near the masonry wall, the first I-beam and the second I-beam being arranged alternately, a template being provided on the masonry wall, the template corresponding to the size of the masonry wall.

[0005] In some embodiments, the inclined edge is close to the joint between the bricks of the masonry wall.

[0006] In some embodiments, the reinforcing bars are located at the brick joints of the masonry wall.

[0007] In some embodiments, the diameters of the first I-beam and the second I-beam are the same as the diameters of the bricks in the masonry wall.

[0008] In some embodiments, the first I-beam and the second I-beam comprise a plurality of steel bars of the same length, and the first opening and the second opening are spaces formed by welding steel bars to steel bars.

[0009] In some embodiments, the template has an elongated groove on the side near the transverse steel member, and the elongated groove is connected to the transverse steel member.

[0010] In summary, this utility model has the following beneficial effects:

[0011] This utility model is equipped with a combination of multiple reinforcing bars and transverse steel components. Through the staggered arrangement of the first and second I-beams in the transverse steel components, the concrete is guided by the openings of the first and second I-beams, so that the concrete connects the formwork, transverse steel components and masonry wall together as a whole, improving the overall strength of the masonry wall. At the same time, the inclined edges tightly connect the concrete and transverse steel components, ensuring the reliability of the connection and extending the service life of the building wall. Attached Figure Description

[0012] Figure 1 This is a schematic diagram of the overall structure of this utility model;

[0013] Figure 2 This is a partial structural schematic diagram of the present invention;

[0014] Figure 3 This is a partial structural side view of the present invention.

[0015] In the diagram: 1. Masonry wall; 21. Formwork; 22. First I-beam; 23. Second I-beam; 24. Reinforcing bar; 25. First opening; 26. Second opening; 27. Inclined edge. Detailed Implementation

[0016] In the description of this utility model, it should be noted that the terms "center," "upper," "lower," "left," "right," "vertical," "horizontal," "inner," and "outer," etc., indicating the orientation or positional relationship, are based on the orientation or positional relationship shown in the accompanying drawings and are only for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of this utility model. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and should not be construed as indicating or implying relative importance.

[0017] In the description of this utility model, it should be noted that, unless otherwise explicitly specified and limited, the terms "installation," "connection," and "joining" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model based on the specific circumstances.

[0018] To make the objectives, technical solutions, and advantages of this utility model clearer, the present utility model will be further described in detail below with reference to specific embodiments and accompanying drawings. It should be understood that these descriptions are merely exemplary and not intended to limit the scope of this utility model. Furthermore, descriptions of well-known structures and technologies are omitted in the following description to avoid unnecessarily obscuring the concept of this utility model.

[0019] See Figure 1-3 A masonry wall reinforcement structure is applied to a masonry wall 1, comprising multiple reinforcing bars 24 inserted into the masonry wall 1. Each reinforcing bar 24 is connected to a transverse steel member, which includes a first I-beam 22 and a second I-beam 23. The first I-beam 22 has a first opening 25 in the middle, and the second I-beam 23 has second openings 26 on both sides of the middle. The first I-beam 22 and the second I-beam 23 are each provided with an inclined edge 27 on the side of the first I-beam 22 and the second I-beam 23 close to the masonry wall 1. The first I-beam 22 and the second I-beam 23 are arranged alternately. A template 21 is provided on the masonry wall 1, and the template 21 corresponds to the size of the masonry wall 1. The inclined edge 27 is close to the brick joint of the masonry wall 1, and the reinforcing bars 24 are located at the brick joint of the masonry wall 1. During installation, the operator inserts the reinforcing steel bar 24 through the brick joints of the masonry wall 1, without damaging the bricks themselves, ensuring the overall performance of the masonry wall 1. Then, the first I-beam 22 and the second I-beam 23 of the transverse steel members are fixed by the reinforcing steel bar 24. After the formwork 21 is set up, the concrete is poured. The concrete contacts the brick joints of the masonry wall 1 through the inclined edges 27 of the first I-beam 22 and the second I-beam 23. The inclined edges 27 can scratch the brick joints, allowing the concrete to penetrate into the brick joints and connect the two more tightly. At the same time, the concrete can completely connect the formwork 21, the transverse steel members, and the masonry wall 1 through the first opening 25 and the second opening 26. When pouring the concrete, a vibrator can be used to ensure the uniformity of the concrete, thereby strengthening the entire masonry wall 1 and forming a combined wall of concrete and masonry wall 1, improving the overall strength of the masonry wall 1.

[0020] In some embodiments, the diameters of the first I-beam 22 and the second I-beam 23 are the same as the diameters of the bricks in the masonry wall 1. This improves the fit between the specifications of the first I-beam 22 and the second I-beam 23 and the masonry wall 1 without damaging the bricks, thus enhancing the bond between the first I-beam 22 and the second I-beam 23 and the masonry wall 1.

[0021] In some embodiments, the first I-beam 22 and the second I-beam 23 comprise multiple steel bars of the same length, and the first opening 25 and the second opening 26 are spaces formed by welding steel bars to steel materials. Using steel bars of the same length and welding multiple steel bars together is convenient in terms of material availability and low cost.

[0022] In some embodiments, the template 21 has an elongated groove on the side near the transverse steel member, and the elongated groove is connected to the transverse steel member. The elongated groove not only helps the template 21 to be quickly connected and positioned with the transverse steel member, but also enhances the connection between the transverse steel member and the template 21 during concrete pouring.

[0023] This specific embodiment is merely an explanation of the present utility model and is not intended to limit the present utility model. After reading this specification, those skilled in the art can make modifications to this embodiment without contributing any inventive step, but as long as they are within the scope of the claims of the present utility model, they are protected by patent law.

Claims

1. A masonry wall reinforcement structure, applied to a masonry wall (1), characterized in that: The wall includes multiple reinforcing bars (24) inserted into the masonry wall (1). Each of the multiple reinforcing bars (24) is connected to a transverse steel member. The transverse steel member includes a first I-beam (22) and a second I-beam (23). The first I-beam (22) has a first opening (25) in the middle. The second I-beam (23) has a second opening (26) on both sides of the middle. The first I-beam (22) and the second I-beam (23) are both provided with an inclined edge (27) on the side of the masonry wall (1) near the masonry wall (1). The first I-beam (22) and the second I-beam (23) are arranged in turn. A template (21) is provided on the masonry wall (1). The template (21) corresponds to the size of the masonry wall (1).

2. The masonry wall reinforcement structure according to claim 1, characterized in that: The inclined edge (27) is close to the brick joint of the masonry wall (1).

3. The masonry wall reinforcement structure according to claim 1, characterized in that: The reinforcing bar (24) is located at the brick joint of the masonry wall (1).

4. The masonry wall reinforcement structure according to claim 1, characterized in that: The diameters of the first I-beam (22) and the second I-beam (23) are the same as the diameters of the bricks in the masonry wall (1).

5. The masonry wall reinforcement structure according to claim 1, characterized in that: The first I-beam (22) and the second I-beam (23) include multiple steel bars of the same length, and the first opening (25) and the second opening (26) are spaces formed by welding steel bars and steel bars.

6. The masonry wall reinforcement structure according to claim 1, characterized in that: The template (21) has a long groove on the side near the transverse steel member, and the long groove is connected to the transverse steel member.

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