Shear wall reinforcing structure and construction method thereof

Abstract

The invention relates to the technical field of shear wall reinforcing, and discloses a shear wall reinforcing structure and a construction method thereof.The shear wall reinforcing structure comprises two lateral supporting plates, the two lateral supporting plates are located on the two sides of a shear wall, mounting plates are arranged on the sides, away from the shear wall, of the lateral supporting plates, and the mounting plates are connected with axial supporting plates through supporting mechanisms; the supporting mechanism is obliquely mounted, the axial supporting plates are located on the bottom face of a top plate and the top face of a bottom plate of a building, an adjusting structure is arranged between the mounting plate and the lateral supporting plates, and the supporting mechanism comprises a first connecting ring, a first rod body, a second rod body and a second connecting ring. A third connecting ring is arranged on the side, close to the mounting plate, of the axial supporting plate. According to the shear wall reinforcing device, the pressure of the building top plate is borne through the axial supporting plate, and then the pressure is transmitted to the mounting plate through the supporting mechanism in a thrust mode, so that the problem that the original strength of the shear wall is reduced due to the fact that a traditional shear wall reinforcing device damages the shear wall is solved.

Description

Technical Field

[0001] This invention relates to the field of shear wall reinforcement technology, specifically to a shear wall reinforcement structure and its construction method. Background Technology

[0002] Shear walls are crucial structural components in buildings. Primarily composed of reinforced concrete, they typically play a key role in high-rise buildings. Functionally, shear walls can withstand horizontal loads, such as wind loads and seismic forces, effectively preventing excessive lateral displacement and deformation under these external forces, ensuring structural stability and safety. They also bear some vertical loads. Structurally, shear walls are generally placed along the perimeter of the building, stairwells, elevator shafts, etc., forming a spatial force-bearing system. Their shape and dimensions are determined based on the specific requirements of the building and structural calculations, and can take various forms such as rectangular, T-shaped, and L-shaped. Compared to other structural components, shear walls possess higher strength and stiffness. Their presence gives buildings excellent lateral force resistance, enabling them to adapt to different geological conditions and building height requirements. In some super high-rise buildings, shear walls are indispensable structural components, providing a solid guarantee for the building's safety and stability. Shear walls play a vital role in enhancing the structural strength of buildings; therefore, due to mechanical damage or wall aging, the strength of shear walls may be compromised, necessitating timely reinforcement.

[0003] Traditional shear wall reinforcement devices usually require openings in the shear wall to fix the reinforcement device. However, openings in aging shear walls often damage the steel bars and concrete inside the shear wall, thereby reducing the original strength of the shear wall. Summary of the Invention

[0004] To address the shortcomings of existing technologies, this invention provides a shear wall reinforcement structure and its construction method. It solves the problem that traditional shear wall reinforcement devices mostly require openings in the shear wall to fix the reinforcement device. However, for aging shear walls, openings in the wall often damage the steel bars and concrete inside the shear wall, thereby reducing the original strength of the shear wall.

[0005] To achieve the above objectives, the present invention provides the following technical solution: a shear wall reinforcement structure and its construction method, comprising two lateral support plates located on both sides of a shear wall, an mounting plate provided on the side of the lateral support plate away from the shear wall, the mounting plate being connected to an axial support plate via a support mechanism, the support mechanism being installed at an angle, the axial support plate being located on the bottom surface of the top slab and the top surface of the bottom slab of the building, and an adjustment structure being provided between the mounting plate and the lateral support plate.

[0006] Preferably, the support mechanism includes a first connecting ring, a first rod body, a second rod body, and a second connecting ring. A third connecting ring is provided on the side of the axial support plate near the mounting plate, and a fourth connecting ring is provided on the side of the mounting plate near the axial support plate. The first connecting ring can be connected to the third connecting ring, and the second connecting ring can be connected to the fourth connecting ring. The bottom of the first connecting ring is fixedly connected to the top surface of the first rod body, and the top surface of the second connecting ring is fixedly connected to the bottom surface of the second rod body. The first rod body and the second rod body are connected by a height adjustment device.

[0007] Preferably, the height adjustment device includes a connector and a rotating adjustment block. The connector is fixedly connected to the bottom surface of the first rod body. The outer wall of the connector is provided with an external thread. The rotating adjustment block has a first connecting hole on the side near the connector and an internal thread inside the rotating adjustment block. The internal thread is located on the inner wall of the first connecting hole. The connector can be threadedly connected to the internal thread of the first connecting hole through the external thread. The rotating adjustment block is installed on the top surface of the second rod body through a rotating connection structure.

[0008] Preferably, the rotating connection structure includes a connecting block, the top surface of which is fixedly connected to the bottom surface of the rotating adjustment block, the bottom surface of which is fixedly connected to the top surface of the first rotating block, and a first mounting hole is provided on the bottom surface of the second rod body, and the first rotating block is rotatably connected to the inside of the first mounting hole.

[0009] Preferably, a second rotating block is provided on the side of the bolt near the lateral support plate, a second mounting hole is provided on the outer wall of the lateral support plate, the second rotating block is rotatably connected to the inside of the second mounting hole, the outer wall of the bolt is provided with internal threads, a second connecting hole is provided at the middle of the mounting plate, the inner wall of the second connecting hole is provided with external threads, the middle of the bolt is threadedly connected to the external threads on the inner wall of the second connecting hole through the internal threads on the outer wall, and an adjusting head is provided at the end of the bolt away from the second rotating block.

[0010] Preferably, a positioning rod is fixedly connected to the side of the lateral support plate away from the shear wall, and a slide rail is provided at the corner of the mounting plate, with the middle part of the positioning rod located inside the slide rail.

[0011] Preferably, three bolts are installed inside the mounting plate, and four positioning rods are installed inside the mounting plate.

[0012] Preferably, a pressure sensor is provided on the side of the fourth connecting ring near the mounting plate, and the pressure sensor is equipped with a Bluetooth transmission system.

[0013] Preferably, the outer wall of the rotating adjustment block is provided with anti-slip grooves, and the anti-slip grooves are arranged in a uniform ring array with the center of the rotating adjustment block.

[0014] A construction method for a shear wall reinforcement structure includes the following steps: S1. Attach the lateral support plate to the side wall of the shear wall; S2. Twist the adjusting block to adjust the length of the support mechanism so that the upper axial support plate fits with the top plate and the lower axial support plate fits with the bottom plate. S3. Rotate the bolt to move the pressure sensor away from the lateral support plate, thereby pushing the upper axial support plate upward and the lower axial support plate downward. S4. Connect to the Bluetooth system inside the pressure sensor via a mobile device to observe pressure changes transmitted to the mounting plate through the support mechanism in real time.

[0015] Working principle: The pressure of the building's top plate is transmitted to the support mechanism through the axial support plate. The support mechanism then transmits the pressure to the mounting plate. The support mechanism is installed at an angle, which converts the downward pressure into a thrust towards the shear wall. The bolts inside the mounting plate push the lateral support plate towards the shear wall, thereby sharing the pressure transmitted to the inside of the shear wall and reinforcing the shear wall.

[0016] This invention provides a shear wall reinforcement structure and its construction method. It has the following beneficial effects: 1. This invention uses an axial support plate to bear the pressure of the building's roof slab, and then transmits the pressure to the mounting plate in the form of thrust through the support mechanism. Then, the thrust is transmitted to the surface of the lateral support plate through the bolts inside the mounting plate, thereby supporting the shear wall through the lateral support plate. This avoids damage to the original shear wall and solves the problem that traditional shear wall reinforcement devices usually require openings in the shear wall to fix the reinforcement device. However, for aging shear walls, openings in the wall often damage the steel bars and concrete inside the shear wall, thus reducing the original strength of the shear wall.

[0017] 2. This invention features a height adjustment device in the support mechanism. The rotating adjustment block is threadedly connected to the connector, allowing for flexible adjustment of the length of the support mechanism. This enables the axial support plate to quickly fit into the top and bottom plates. The adjustment structure between the mounting plate and the side support plate allows for further fine-tuning of the axial support plate position by rotating the bolts. The entire installation process is simple to operate and can be precisely adjusted according to the actual construction environment and needs, thus improving construction efficiency.

[0018] 3. The present invention uses a pressure sensor installed on the side of the fourth connecting ring near the mounting plate to monitor the pressure changes transmitted to the mounting plate by the support mechanism in real time. The Bluetooth transmission system inside the pressure sensor transmits the data to the mobile device, allowing construction personnel to monitor the stress on the reinforced structure at any time. If the pressure is abnormal, the reinforcement measures can be adjusted in time, effectively ensuring construction safety and reinforcement effect, and ensuring the stability and reliability of the entire reinforced structure. Attached Figure Description

[0019] Figure 1 This is a three-dimensional structural diagram of the present invention; Figure 2 This is a three-dimensional structural diagram of the lateral support plate of the present invention; Figure 3 This is a three-dimensional structural diagram of the axial support plate of the present invention; Figure 4 This is a three-dimensional structural diagram of the mounting plate of the present invention; Figure 5 This is a three-dimensional structural diagram of the bolt area of ​​the present invention; Figure 6 This is a three-dimensional structural diagram of the first shaft of the present invention; Figure 7 This is a three-dimensional structural diagram of the second shaft of the present invention; Figure 8 This is a three-dimensional structural diagram of the rotating block of the present invention.

[0020] The components include: 1. Axial support plate; 2. Lateral support plate; 3. Support mechanism; 301. First connecting ring; 302. First rod body; 303. Connector; 304. First connecting hole; 305. Rotation adjustment block; 306. Anti-slip groove; 307. First mounting hole; 308. Second rod body; 309. Second connecting ring; 310. Connecting block; 311. First rotating block; 4. Pressure sensor; 5. Mounting plate; 6. Bolt; 7. Positioning rod; 8. Second mounting hole; 9. Third connecting ring; 10. Fourth connecting ring; 11. Slide rail; 12. Second connecting hole; 13. Second rotating block; 14. Adjustment head. Detailed Implementation

[0021] The technical solution of the present invention will now be clearly and completely described with reference to the accompanying drawings. Obviously, the described embodiments are merely some embodiments of the present invention, and not all embodiments. All other embodiments obtained by those skilled in the art based on the embodiments of the present invention without creative effort are within the scope of protection of the present invention.

[0022] Please see the appendix Figure 1This invention provides a shear wall reinforcement structure and its construction method, including two lateral support plates 2 located on both sides of the shear wall. An installation plate 5 is provided on the side of the lateral support plate 2 away from the shear wall. The installation plate 5 is connected to an axial support plate 1 through a support mechanism 3. The support mechanism 3 is installed at an angle. The axial support plate 1 is located on the bottom surface of the top slab and the top surface of the bottom slab of the building. An adjustment structure is provided between the installation plate 5 and the lateral support plate 2.

[0023] Specifically, the lateral bracing plates 2, attached to both sides of the shear wall, provide direct lateral support. When the shear wall is subjected to horizontal external forces such as wind loads and earthquakes, the lateral bracing plates 2 can share part of the horizontal load, limit the lateral deformation of the shear wall, enhance its resistance to horizontal forces, maintain the stability of the shear wall structure, and prevent cracks, tilting, or even collapse of the wall due to excessive horizontal forces. The mounting plate 5 connects to the support mechanism 3. Because the support mechanism 3 is installed at an angle, adjusting the position of the mounting plate 5 can straighten the support mechanism 3, thereby increasing the distance between the axial bracing plate 1 and the mounting plate 5, and sharing the load of the shear wall. Pressure; the axial support plate 1 can support the top and bottom slabs of the building, thereby transmitting the pressure of the top slab to the support mechanism 3; the adjustment structure can adjust the position of the mounting plate 5, and at the same time, it can transmit the pressure transmitted to the mounting plate 5 through the support mechanism 3 to the surface of the lateral support plate 2, thereby helping to improve the load-bearing capacity of the shear wall. This solves the problem that traditional shear wall reinforcement devices usually require opening holes in the shear wall to fix the reinforcement device. However, for aging shear walls, opening holes in the wall often damages the steel bars and concrete inside the shear wall, thereby reducing the original strength of the shear wall.

[0024] Please see the appendix Figure 1 and attached Figure 6 and attached Figure 7 and attached Figure 8 The support mechanism 3 includes a first connecting ring 301, a first rod 302, a second rod 308, and a second connecting ring 309. A third connecting ring 9 is provided on the side of the axial support plate 1 near the mounting plate 5, and a fourth connecting ring 10 is provided on the side of the mounting plate 5 near the axial support plate 1. The first connecting ring 301 can be connected to the third connecting ring 9, and the second connecting ring 309 can be connected to the fourth connecting ring 10. The bottom of the first connecting ring 301 is fixedly connected to the top surface of the first rod 302, and the top surface of the second connecting ring 309 is fixedly connected to the bottom surface of the second rod 308. The first rod 302 and the second rod 308 are connected by a height adjustment device.

[0025] Specifically, the third connecting ring 9 can connect to the first connecting ring 301; the fourth connecting ring 10 can connect to the second connecting ring 309; the first rod body 302 and the second rod body 308 can fix the first connecting ring 301 and the second connecting ring 309, thereby transmitting the pressure from the top plate to the mounting plate 5. At the same time, the rotation of the fourth connecting ring 10 and the second connecting ring 309, as well as the rotation of the third connecting ring 9 and the first connecting ring 301, can change the tilt angle of the support mechanism 3.

[0026] Please see the appendix Figure 6 -Appendix Figure 8 The height adjustment device includes a connector 303 and a rotating adjustment block 305. The connector 303 is fixedly connected to the bottom surface of the first rod body 302. The outer wall of the connector 303 is provided with an external thread. The rotating adjustment block 305 has a first connecting hole 304 on the side near the connector 303. The rotating adjustment block 305 has an internal thread, which is located on the inner wall of the first connecting hole 304. The connector 303 can be threadedly connected to the internal thread of the first connecting hole 304 through the external thread. The rotating adjustment block 305 is installed on the top surface of the second rod body 308 through a rotating connection structure.

[0027] Specifically, the connector 303 and the first connecting hole 304 can connect the first rod body 302 to the inside of the rotating adjustment block 305; the rotating connection structure allows the rotating adjustment block 305 to rotate on the top surface of the second rod body 308, and by twisting the rotating adjustment block 305, the connector 303 can be pushed out from the inside of the first connecting hole 304, thereby changing the length of the support mechanism 3, so as to adapt to floors of different heights.

[0028] Please see the appendix Figure 7 -Appendix Figure 8 The rotating connection structure includes a connecting block 310, the top surface of which is fixedly connected to the bottom surface of the rotating adjustment block 305, the bottom surface of which is fixedly connected to the top surface of the first rotating block 311, and the bottom surface of the second rod 308 is provided with a first mounting hole 307, and the first rotating block 311 is rotatably connected to the inside of the first mounting hole 307.

[0029] Specifically, the connecting block 310 can connect the first rotating block 311; the first rotating block 311 can install the adjusting block 305 on the top surface of the second rod 308; and the first mounting hole 307 allows the first rotating block 311 to rotate freely inside.

[0030] Please see the appendix Figure 1 -Appendix Figure 5The adjustment structure includes a bolt 6. A second rotating block 13 is provided on the side of the bolt 6 near the side support plate 2. A second mounting hole 8 is provided on the outer wall of the side support plate 2. The second rotating block 13 is rotatably connected to the inside of the second mounting hole 8. The outer wall of the bolt 6 is provided with internal threads. A second connecting hole 12 is provided at the middle of the mounting plate 5. The inner wall of the second connecting hole 12 is provided with external threads. The middle of the bolt 6 is threadedly connected to the external threads on the inner wall of the second connecting hole 12 through the internal threads on the outer wall. An adjustment head 14 is provided at the end of the bolt 6 away from the second rotating block 13.

[0031] Specifically, the rotation of bolt 6 can drive the mounting plate 5 to move back and forth; the adjusting head 14 can rotate bolt 6; the second rotating block 13 can install bolt 6 inside the second mounting hole 8; the second rotating block 13 can rotate freely inside the second mounting hole 8, thereby allowing bolt 6 to be rotated with a tool, and the internal thread on the outer wall of the middle part of bolt 6 can be threaded to the external thread on the inner wall of the second connecting hole 12, thereby driving the mounting plate 5 to move back and forth.

[0032] Please see the appendix Figure 1 -Appendix Figure 4 A positioning rod 7 is fixedly connected to the side of the lateral support plate 2 away from the shear wall. A slide rail 11 is provided at the corner of the mounting plate 5, and the middle part of the positioning rod 7 is located inside the slide rail 11.

[0033] Specifically, the slide rail 11 allows the positioning rod 7 to pass through, thereby preventing the mounting plate 5 from deflecting when it is moved, and ensuring the effectiveness of load transfer.

[0034] Please see the appendix Figure 1 -Appendix Figure 5 There are three bolts 6 installed inside the mounting plate 5, and four positioning rods 7 installed inside the mounting plate 5.

[0035] Specifically, three bolts 6 are installed inside the mounting plate 5, allowing for connection and adjustment between the mounting plate 5 and the side support plate 2 from multiple positions. When the structure is subjected to external forces, this effectively prevents relative displacement or swaying between the mounting plate 5 and the side support plate 2, enhancing the overall stability of the reinforced structure and making the reinforcement effect more reliable. The three bolts 6 share the force transmitted from the support mechanism 3 and the side support plate 2, distributing these forces evenly on the mounting plate 5 to avoid damage due to excessive local stress, ensuring that the mounting plate 5 is subjected to uniform stress during the load-bearing process, and improving the load-bearing capacity and safety of the reinforced structure. Four positioning rods 7 are evenly distributed at the corners of the mounting plate 5, working in conjunction with the three bolts 6 to connect and constrain the mounting plate 5 and the side support plate 2 from multiple positions. When the reinforced structure is subjected to external forces, this effectively limits the relative displacement and rotation between the mounting plate 5 and the side support plate 2, enhancing the stability of the entire reinforced structure and improving its ability to resist external forces.

[0036] Please see the appendix Figure 4 A pressure sensor 4 is provided on the side of the fourth connecting ring 10 near the mounting plate 5, and a Bluetooth transmission system is provided inside the pressure sensor 4.

[0037] Specifically, the pressure sensor can monitor pressure changes transmitted from the top plate in real time. During construction, as the length of the support mechanism 3 is adjusted and the axial support plate 1 is pushed by rotating the bolt 6, the pressure sensor 4 can instantly acquire pressure data changes, allowing construction personnel to understand the actual stress on each component of the reinforced structure. The data collected by the pressure sensor 4 can be wirelessly transmitted to mobile devices via a Bluetooth transmission system. Construction personnel do not need to directly view the sensor on site; they can remotely acquire data through mobile devices, facilitating data recording and analysis at different locations and improving construction efficiency. Based on the set pressure threshold, when the pressure detected by the pressure sensor 4 approaches or exceeds the safe range, construction personnel can promptly detect this based on the data received by the mobile device, which helps determine whether the reinforced structure is stable. If the pressure is abnormal, reinforcement measures can be adjusted in a timely manner to ensure construction safety and reinforcement effectiveness.

[0038] Please see the appendix Figure 7 -Appendix Figure 8 The outer wall of the rotating adjustment block 305 is provided with anti-slip grooves 306, which are arranged in a uniform ring array around the center of the rotating adjustment block 305.

[0039] Specifically, the anti-slip groove 306 increases the friction between the rotating adjustment block 305 and the operator's hand or operating tool. When the rotating adjustment block 305 is twisted to adjust the length of the support mechanism 3, it can effectively prevent the hand or tool from slipping, making the operation more stable and reliable, and ensuring that the construction personnel can smoothly apply force to rotate the adjustment block 305.

[0040] Please see the appendix Figure 1 -Appendix Figure 8 A construction method for a shear wall reinforcement structure includes the following steps: S1. Attach the lateral support plate 2 to the side wall of the shear wall; S2, the torsion adjustment block 305 adjusts the length of the support mechanism 3 so that the upper axial support plate 1 fits with the top plate and the lower axial support plate 1 fits with the bottom plate. S3. Rotating the bolt 6 causes the pressure sensor 4 to move away from the lateral support plate 2, thereby pushing the upper axial support plate 1 upward and the lower axial support plate 1 downward. S4. Connect the pressure sensor 4 to the Bluetooth system inside the mobile device to observe the pressure changes transmitted to the mounting plate 5 through the support mechanism 3 in real time.

[0041] Specifically, step S1 involves attaching the lateral support plate 2 to the sidewall of the shear wall, laying the foundation for subsequent reinforcement work and serving as the initial step in the installation of the entire reinforcement structure. Step S2 involves adjusting the length of the support mechanism 3 by torturing the adjusting block 305, ensuring that the axial support plate 1 is in contact with the top and bottom plates, thus initially establishing a stable reinforcement structure. This provides vertical support for the shear wall, disperses some of the load borne by the shear wall, and enhances its stability. Step S3 involves rotating the bolt 6 to move the pressure sensor 4, thereby precisely adjusting the pressure between the axial support plate 1 and the top and bottom plates. This ensures that the reinforcement structure is tightly fitted to the building components, allowing each part to work together better, improving the reinforcement effect, and ensuring that the shear wall can be effectively reinforced under different working conditions. Step S4 involves connecting the pressure sensor 4 to a mobile device via Bluetooth to monitor the pressure changes transmitted from the support mechanism 3 to the mounting plate 5 in real time. Construction personnel can use this information to promptly identify potential safety hazards, such as abnormal increases or decreases in pressure, which may indicate that the reinforcement structure may be loosening or deforming. This allows for timely adjustments to ensure construction safety and the long-term stable operation of the reinforcement structure.

[0042] Although embodiments of the 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 invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A shear wall reinforcement structure, comprising two lateral support plates (2), characterized in that, The two lateral support plates (2) are located on both sides of the shear wall. The side of the lateral support plate (2) away from the shear wall is provided with an installation plate (5). The installation plate (5) is connected to an axial support plate (1) through a support mechanism (3). The support mechanism (3) is installed at an angle. The axial support plate (1) is located on the bottom surface of the top slab and the top surface of the bottom slab of the building. An adjustment structure is provided between the installation plate (5) and the lateral support plate (2).

2. The shear wall reinforcement structure according to claim 1, characterized in that, The support mechanism (3) includes a first connecting ring (301), a first rod (302), a second rod (308), and a second connecting ring (309). A third connecting ring (9) is provided on the side of the axial support plate (1) near the mounting plate (5), and a fourth connecting ring (10) is provided on the side of the mounting plate (5) near the axial support plate (1). The first connecting ring (301) can be connected to the third connecting ring (9), and the second connecting ring (309) can be connected to the fourth connecting ring (10). The bottom of the first connecting ring (301) is fixedly connected to the top surface of the first rod (302), and the top surface of the second connecting ring (309) is fixedly connected to the bottom surface of the second rod (308). The first rod (302) and the second rod (308) are connected by a height adjustment device.

3. The shear wall reinforcement structure according to claim 2, characterized in that, The height adjustment device includes a connector (303) and a rotating adjustment block (305). The connector (303) is fixedly connected to the bottom surface of the first rod (302). The outer wall of the connector (303) is provided with an external thread. The rotating adjustment block (305) has a first connecting hole (304) on the side near the connector (303). The rotating adjustment block (305) has an internal thread inside. The internal thread is located on the inner wall of the first connecting hole (304). The connector (303) can be threadedly connected to the internal thread of the first connecting hole (304) through the external thread. The rotating adjustment block (305) is installed on the top surface of the second rod (308) through a rotating connection structure.

4. A shear wall reinforcement structure according to claim 3, characterized in that, The rotating connection structure includes a connecting block (310), the top surface of which is fixedly connected to the bottom surface of the rotating adjustment block (305), the bottom surface of which is fixedly connected to the top surface of the first rotating block (311), and the bottom surface of the second rod (308) is provided with a first mounting hole (307), and the first rotating block (311) is rotatably connected to the inside of the first mounting hole (307).

5. A shear wall reinforcement structure according to claim 1, characterized in that, The adjustment structure includes a bolt (6), a second rotating block (13) is provided on the side of the bolt (6) near the side support plate (2), a second mounting hole (8) is provided on the outer wall of the side support plate (2), the second rotating block (13) is rotatably connected to the inside of the second mounting hole (8), the outer wall of the bolt (6) is provided with an internal thread, a second connecting hole (12) is provided at the middle of the mounting plate (5), the inner wall of the second connecting hole (12) is provided with an external thread, the middle of the bolt (6) is threadedly connected to the external thread of the inner wall of the second connecting hole (12) through the internal thread of the outer wall, and an adjustment head (14) is provided at the end of the bolt (6) away from the second rotating block (13).

6. A shear wall reinforcement structure according to claim 5, characterized in that, The lateral support plate (2) is fixedly connected to a positioning rod (7) on the side away from the shear wall. The corner of the mounting plate (5) is provided with a slide rail (11), and the middle part of the positioning rod (7) is located inside the slide rail (11).

7. A shear wall reinforcement structure according to claim 6, characterized in that, There are three bolts (6) installed inside the mounting plate (5), and there are four positioning rods (7) installed inside the mounting plate (5).

8. A shear wall reinforcement structure according to claim 2, characterized in that, A pressure sensor (4) is provided on the side of the fourth connecting ring (10) near the mounting plate (5), and a Bluetooth transmission system is provided inside the pressure sensor (4).

9. A shear wall reinforcement structure according to claim 4, characterized in that, The outer wall of the rotating adjustment block (305) is provided with anti-slip grooves (306), and the anti-slip grooves (306) are arranged in a uniform ring array with the center of the rotating adjustment block (305).

10. A construction method for a shear wall reinforcement structure according to any one of claims 1-9, characterized in that, Includes the following steps: S1. Attach the lateral support plate (2) to the side wall of the shear wall; S2, the torsion adjustment block (305) adjusts the length of the support mechanism (3) so that the upper axial support plate (1) fits with the top plate and the lower axial support plate (1) fits with the bottom plate. S3. Rotate the bolt (6) to move the pressure sensor (4) away from the lateral support plate (2), thereby pushing the upper axial support plate (1) upward and the lower axial support plate (1) downward. S4. Connect the pressure sensor (4) to the Bluetooth system inside the mobile device to observe the pressure changes transmitted to the mounting plate (5) through the support mechanism (3) in real time.

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