Wall reinforcing device for building with masonry structure

Abstract

The utility model discloses a masonry structure house wall reinforcing device which comprises a reinforcing assembly, a ground beam assembly and a top beam assembly, the reinforcing assembly comprises reinforcing units, the two reinforcing units are arranged on the two sides of a wall to be reinforced respectively, and one end of each reinforcing unit penetrates through a floor slab. According to the masonry structure house wall reinforcing device, the reinforcing units are arranged on the two faces of the to-be-reinforced wall correspondingly, one end of each reinforcing unit penetrates through a floor slab, the other end of each reinforcing unit extends to the position above a wall foundation part under the ground, and then the ground beam stirrups and the ground beam longitudinal bars are matched; the ground beam assembly is poured above the portion, extending to the underground wall foundation, of the reinforcing unit, and the top beam assembly is poured at the end, penetrating through the floor slab, of the reinforcing unit, so that under cooperation of the ground beam assembly and the top beam assembly, the reinforcing unit is fixed, and the shock resistance of the wall is greatly improved by applying prestress; the problems that an old masonry house is insufficient in anti-seismic capacity, and potential safety hazards exist are solved.

Description

Technical Field

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

[0002] Many old houses in my country were designed without any earthquake resistance features or were built based on early earthquake resistance standards. As a result, the earthquake resistance performance of these houses does not meet the current assessment standards. Such houses are deficient in various aspects of earthquake resistance and are prone to collapse when faced with strong earthquakes that exceed the local seismic fortification intensity, causing a large number of casualties and posing safety hazards.

[0003] Masonry structures refer to the vertical load-bearing structures such as walls or beams in buildings, which are formed by stacking bricks and concrete. This method of building houses has the advantages of low construction requirements, convenient material transportation, and low cost. However, due to the brittleness of bricks and the weak overall structure due to the connection method of concrete, masonry structures have relatively poor seismic performance and are more prone to collapse in strong earthquakes. Therefore, there is an urgent need for a masonry structure wall reinforcement device to strengthen the seismic resistance of old houses. Utility Model Content

[0004] In view of the problem that old masonry houses have insufficient seismic resistance and pose safety hazards in the existing technology, this utility model provides a wall reinforcement device for masonry structure houses.

[0005] This utility model discloses a wall reinforcement device for masonry structures, comprising:

[0006] A reinforcement component includes two reinforcement units, which are respectively disposed on both sides of the wall to be reinforced, with one end of each reinforcement unit penetrating the floor slab and the other end extending above the wall foundation below the ground.

[0007] A ground beam assembly includes ground beam stirrups and ground beam longitudinal reinforcement. Two ground beam stirrups are located at one end of the reinforcement unit extending below the ground level, above the wall foundation portion, and are positioned opposite each other on both sides of the reinforcement unit. Multiple ground beam longitudinal reinforcements are connected to the ground beam stirrups, and both ends of each ground beam longitudinal reinforcement are connected to two ground beam stirrups respectively.

[0008] The top beam assembly includes top beam stirrups and top beam longitudinal bars. Two top beam stirrups are disposed at one end of the reinforcement unit that penetrates the floor slab. Multiple top beam longitudinal bars are connected to the top beam stirrups, and the two ends of the top beam longitudinal bars are respectively connected to the two top beam stirrups.

[0009] The ground beam assembly and the top beam assembly are filled with concrete.

[0010] Preferably, the ground beam assembly further includes ground beam tie bars, which are connected to the ground beam longitudinal bars, and both ends of the ground beam tie bars are respectively connected to two opposite ground beam longitudinal bars in the middle of the ground beam stirrups, and penetrate through the foundation part of the wall to be reinforced.

[0011] Preferably, the stirrups and tie bars of the ground beam are C8 steel bars, and the longitudinal bars of the ground beam are C18 steel bars.

[0012] Preferably, the top beam assembly further includes top beam anchor bars, a plurality of top beam anchor bars are connected to the longitudinal bars of the top beam, and one end of the plurality of top beam anchor bars extends into the floor slab.

[0013] Preferably, the stirrups of the top beam are C8 steel bars, and the longitudinal bars of the top beam are C18 steel bars.

[0014] Preferably, the depth to which the top beam anchor bar extends into the floor slab is two-thirds of the floor slab thickness.

[0015] Preferably, the wall to be reinforced has opposing grooves on both sides, and the reinforcement unit is disposed in the groove.

[0016] Preferably, the reinforcement component further includes anchors, and a plurality of the anchors are disposed at the ends of the reinforcement unit and are in close contact with the top surface of the top beam component and the bottom surface of the ground beam component, respectively.

[0017] Preferably, the reinforcing unit is a prestressed steel strand.

[0018] Compared with the prior art, this utility model provides a wall reinforcement device for masonry structures, which has the following beneficial effects:

[0019] This masonry wall reinforcement device involves setting reinforcement units on both sides of the wall to be reinforced, with one end of each unit penetrating the floor slab and the other end extending above the wall foundation below ground. Then, using ground beam stirrups and longitudinal reinforcement, a ground beam assembly is poured above the wall foundation where the reinforcement unit extends below ground. A top beam assembly is poured at the end of the reinforcement unit that penetrates the floor slab. The ground beam and top beam assemblies work together to fix the reinforcement unit in place. By applying prestress, the seismic resistance of the wall is significantly improved, avoiding the problem of insufficient seismic resistance and safety hazards in old masonry buildings. Attached Figure Description

[0020] Figure 1 This is a schematic diagram of the structure of this utility model;

[0021] Figure 2 This is another structural schematic diagram of the present invention;

[0022] Figure 3 This utility model Figure 1 Schematic diagram of the structure at point A in the middle;

[0023] Figure 4 This utility model Figure 1 Schematic diagram of the structure at point B;

[0024] Figure 5 This is a schematic diagram of the ground beam assembly structure of this utility model;

[0025] Figure 6 This is a schematic diagram of the top beam assembly structure of this utility model.

[0026] In the attached diagram: 1. Reinforcement component; 2. Ground beam component; 3. Top beam component;

[0027] 11. Reinforcing unit; 12. Anchor;

[0028] 21. Stirrups in the ground beam; 22. Longitudinal reinforcement in the ground beam; 23. Tie bars in the ground beam;

[0029] 31. Stirrups of the top beam; 32. Longitudinal reinforcement of the top beam; 33. Anchorage reinforcement of the top beam. Detailed Implementation

[0030] The embodiments of this disclosure will now be described in detail with reference to the accompanying drawings.

[0031] The following specific examples illustrate the implementation of this disclosure. Those skilled in the art can easily understand other advantages and effects of this disclosure from the content disclosed in this specification. Obviously, the described embodiments are only a part of the embodiments of this disclosure, and not all of them. This disclosure can also be implemented or applied through other different specific embodiments, and the details in this specification can also be modified or changed based on different viewpoints and applications without departing from the spirit of this disclosure. It should be noted that, in the absence of conflict, the following embodiments and features in the embodiments can be combined with each other. Based on the embodiments in this disclosure, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of this disclosure.

[0032] Reference Figure 1 and Figures 5-6 , Figure 1 This is a schematic diagram of the structure of this utility model; Figure 5 This is a schematic diagram of the ground beam assembly structure of this utility model; Figure 6This is a schematic diagram of the top beam assembly structure of this utility model. A wall reinforcement device for a masonry structure house includes: a reinforcement assembly 1, a ground beam assembly 2, and a top beam assembly 3. The reinforcement assembly 1 includes a reinforcement unit 11, with two reinforcement units 11 respectively disposed on both sides of the wall to be reinforced. One end of the reinforcement unit 11 penetrates through the floor slab, and the other end extends to the top of the wall foundation below ground. The ground beam assembly 2 includes ground beam stirrups 21 and ground beam longitudinal bars 22. Two ground beam stirrups 21 are disposed at the ends of the reinforcement units 11 extending to the top of the wall foundation below ground, and are disposed opposite to each other on both sides of the reinforcement unit 11. Multiple ground beam longitudinal bars 22 are connected... The ground beam stirrups 21 and the two ends of the ground beam longitudinal reinforcement 22 are respectively connected to the two ground beam stirrups 21; and the top beam assembly 3 includes top beam stirrups 31 and top beam longitudinal reinforcement 32. The two top beam stirrups 31 are set at one end of the reinforcement unit 11 that penetrates the floor slab. Multiple top beam longitudinal reinforcements 32 are connected to the top beam stirrups 31, and the two ends of the top beam longitudinal reinforcement 32 are respectively connected to the two top beam stirrups 31. By setting the top beam assembly 3, the lower part of the top beam assembly 3 is tightly attached to the top floor slab, ensuring that the prestress is reliably transferred to the wall to be reinforced; wherein, the ground beam assembly 2 and the top beam assembly 3 are filled with concrete.

[0033] Specifically, there are six longitudinal bars 22 in the ground beam, which are arranged in sequence at the upper, middle and lower parts of the left and right ends of the stirrups 21 in the ground beam.

[0034] Specifically, there are six longitudinal bars 32 in the top beam, which are arranged in sequence at the left, middle and right ends of the top beam stirrups 31.

[0035] This masonry structure wall reinforcement device involves setting reinforcement units 11 on both sides of the wall to be reinforced, with one end of the reinforcement unit 11 penetrating the floor slab and the other end extending above the wall foundation below ground. Then, through the cooperation of ground beam stirrups 21 and ground beam longitudinal bars 22, a ground beam assembly 2 is poured above the wall foundation extending below ground by the reinforcement unit 11, and a top beam assembly 3 is poured at the end of the reinforcement unit 11 that penetrates the floor slab. Thus, the reinforcement unit 11 is fixed by the cooperation of the ground beam assembly 2 and the top beam assembly 3. By applying prestress, the seismic resistance of the wall is greatly improved, avoiding the problem of insufficient seismic resistance and safety hazards in old masonry houses.

[0036] This masonry structure wall reinforcement device can significantly improve the seismic performance and overall stability of masonry walls, while also enhancing their energy dissipation performance. It is easy to construct, causes minimal interference with existing structures, and is inexpensive.

[0037] Specifically, when reinforcing the walls of a multi-story building, the reinforcement unit 11 drills holes in the floor slabs so that the reinforcement unit 11 penetrates multiple floors, and the top beam assembly 3 is placed above the top floor.

[0038] The ground beam assembly 2 also includes a ground beam tie bar 23, which is connected to the ground beam longitudinal reinforcement 22. Both ends of the ground beam tie bar 23 are connected to the two opposite ground beam longitudinal reinforcements 22 in the middle of the ground beam stirrups 21, and penetrate through the foundation of the wall to be reinforced. Thus, through the cooperation of the ground beam stirrups 21, the ground beam longitudinal reinforcement 22 and the ground beam tie bar 23, the tensile, bending and shear resistance of the ground beam assembly 2 is enhanced, and the service life of the reinforcement device is improved.

[0039] Specifically, the stirrups 21 and tie bars 23 of the ground beam are C8 steel bars, and the longitudinal bars 22 of the ground beam are C18 steel bars.

[0040] The top beam assembly 3 also includes top beam anchor bars 33, multiple top beam anchor bars 33 are connected to the top beam longitudinal bars 32, and one end of multiple top beam anchor bars 33 extends into the floor slab, thereby improving the stability of the cast top beam assembly 3 and ensuring that the top beam assembly 3 is in close contact with the floor.

[0041] By combining the ground beam assembly 2 and the top beam assembly 3, the reinforcement unit 11 is kept in a straight state and will not be easily deformed by external influences, thereby improving the seismic resistance of the wall.

[0042] The top beam stirrups 31 are C8 steel bars, and the top beam longitudinal bars 32 are C18 steel bars.

[0043] Specifically, the anchor bar 33 of the top beam extends into the floor slab to a depth of two-thirds of the floor slab thickness.

[0044] Reference Figure 2 , Figure 2 This is another structural schematic diagram of the present invention. The wall to be reinforced has opposing grooves on both sides, and the reinforcement unit 11 is set in the groove. The depth and width of the groove are both 10 mm. After the wall reinforcement device is placed, the groove area can be plastered and sealed, thereby restoring the smoothness of the wall surface.

[0045] See 3- Figure 4 , Figure 3 This utility model Figure 1 Schematic diagram of the structure at point A in the middle; Figure 4 This utility model Figure 1 The structural schematic diagram at point B is shown. The reinforcement component 1 also includes anchors 12. Multiple anchors 12 are disposed at the ends of the reinforcement unit 11. There are four anchors 12, which are in close contact with the top surface of the top beam component 3 and the bottom surface of the ground beam component 2, respectively, thereby defining the position of the ground beam component 2 and the top beam component 3 and reinforcing them to further improve their seismic resistance.

[0046] Specifically, the reinforcement unit 11 is a prestressed steel strand with an outer anti-corrosion lubricant and a polyethylene sheath. It can slip relative to the wall and concrete layer, thereby ensuring that it can be in an elastic working state when encountering a severe earthquake and improving the post-earthquake deformation recovery capacity of the entire wall.

[0047] The masonry structure wall reinforcement device in this application is an on-site low- or no-wet operation, which causes minimal changes to the appearance of the original building structure, reduces damage to the interior and exterior decoration, and does not result in a reduction in the building's usable area, low noise, or low dust.

[0048] When reinforcing the wall, first determine the location of the reinforcement unit 11, then chisel grooves in the wall and drill holes in the floor slab to be penetrated. Then, excavate the foundation of the wall to be reinforced on both sides and pour the ground beam assembly 2. Then, pour the top beam assembly 3 on the floor slab and install the reinforcement unit 11 from top to bottom and fix it with anchors 12. Finally, restore the wall surface, floor slab holes, wall foundation, etc., and the whole process is completed.

[0049] In the description of this utility model, it should be understood that the terms "middle", "length", "upper", "lower", "front", "rear", "vertical", "horizontal", "inner", "outer", "radial", "circumferential", etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They 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. Therefore, they should not be construed as limitations on this utility model.

[0050] In this invention, unless otherwise expressly specified and limited, the first feature "on" the second feature may be in direct contact with the first feature, or indirect contact with the first feature through an intermediate medium. "A plurality of" means at least two, such as two, three, etc., unless otherwise expressly and specifically limited.

[0051] In this utility model, unless otherwise explicitly specified and limited, the terms "installation," "connection," "joining," and "fixing," etc., should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral part; they can refer to a mechanical connection, an electrical connection, or a connection that allows communication between them; they can refer to a direct connection or an indirect connection through an intermediate medium; they can refer to the internal communication of two components or the interaction between two components, unless otherwise explicitly limited. Those skilled in the art can understand the specific meaning of the above terms in this utility model according to the specific circumstances.

[0052] The above description is merely illustrative of the embodiments of this utility model and is not intended to limit the scope of this utility model. For those skilled in the art, any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of this utility model without creative labor should be included within the protection scope of this utility model.

Claims

1. A wall reinforcement device for masonry structures, characterized in that, include: The reinforcement component (1) includes a reinforcement unit (11), two of the reinforcement units (11) are respectively disposed on both sides of the wall to be reinforced, and one end of the reinforcement unit (11) penetrates the floor slab and the other end extends to the top of the wall foundation below the ground. The ground beam assembly (2) includes ground beam stirrups (21) and ground beam longitudinal bars (22). Two ground beam stirrups (21) are disposed at one end above the wall foundation of the reinforcement unit (11) extending to the ground floor, and are disposed opposite to each other on both sides of the reinforcement unit (11). Multiple ground beam longitudinal bars (22) are connected to the ground beam stirrups (21), and the two ends of the ground beam longitudinal bars (22) are respectively connected to the two ground beam stirrups (21). as well as The top beam assembly (3) includes top beam stirrups (31) and top beam longitudinal bars (32). Two top beam stirrups (31) are disposed at one end of the reinforcement unit (11) that penetrates the floor slab. Multiple top beam longitudinal bars (32) are connected to the top beam stirrups (31), and the two ends of the top beam longitudinal bars (32) are respectively connected to the two top beam stirrups (31). The ground beam assembly (2) and the top beam assembly (3) are filled with concrete.

2. The wall reinforcement device for masonry structures according to claim 1, characterized in that: The ground beam assembly (2) also includes a ground beam tie bar (23), which is connected to the ground beam longitudinal reinforcement (22). The two ends of the ground beam tie bar (23) are respectively connected to the two opposite ground beam longitudinal reinforcements (22) in the middle of the ground beam stirrup (21) and penetrate through the foundation of the wall to be reinforced.

3. The wall reinforcement device for masonry structures according to claim 2, characterized in that: The ground beam stirrups (21) and the ground beam tie bars (23) are C8 steel bars, and the ground beam longitudinal bars (22) are C18 steel bars.

4. The wall reinforcement device for masonry structures according to claim 1, characterized in that: The top beam assembly (3) also includes top beam anchor bars (33), a plurality of top beam anchor bars (33) are connected to the top beam longitudinal bars (32), and one end of the plurality of top beam anchor bars (33) extends into the floor slab.

5. A wall reinforcement device for masonry structures according to claim 4, characterized in that: The top beam stirrups (31) are C8 steel bars, and the top beam longitudinal bars (32) are C18 steel bars.

6. The wall reinforcement device for masonry structures according to claim 4, characterized in that: The anchor bar (33) of the top beam extends into the floor slab to a depth of two-thirds of the floor slab thickness.

7. The wall reinforcement device for masonry structures according to claim 1, characterized in that: The wall to be reinforced has opposing grooves on both sides, and the reinforcement unit (11) is set in the groove.

8. A wall reinforcement device for masonry structures according to any one of claims 1-7, characterized in that: The reinforcement component (1) also includes anchors (12), and a plurality of anchors (12) are disposed at the ends of the reinforcement unit (11) and are in close contact with the top surface of the top beam component (3) and the bottom surface of the ground beam component (2), respectively.

9. A wall reinforcement device for masonry structures according to any one of claims 1-7, characterized in that: The reinforcing unit (11) is a prestressed steel strand.

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