A T-shaped masonry reinforcing structure
By combining reinforcement component one, reinforcement component two, and reinforcement component three, the problem of insufficient seismic resistance of masonry structures is solved, the stability of wall connections is enhanced, and seismic performance is improved.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- SHAANXI ACAD OF ARCHITECTONICS
- Filing Date
- 2025-07-22
- Publication Date
- 2026-07-14
AI Technical Summary
Existing masonry structures have poor seismic performance, especially the T-shaped wall joints, which are prone to cracking or separation during vibration.
The structure employs a combination of reinforcement component one, reinforcement component two, and reinforcement component three. The connection between wall one and wall two is strengthened by the cooperation of nuts and conical blocks. The guiding effect of reinforcement rods and nuts ensures that reinforcement component two is firmly clamped to both sides of wall two, thereby increasing tensile strength.
It improves the stability of wall connections, reduces the risk of separation during vibration, and enhances the seismic resistance of masonry structures.
Smart Images

Figure CN224495482U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of building reinforcement technology, and in particular to a T-shaped masonry reinforcement structure. Background Technology
[0002] Masonry structures are spliced structures in buildings, where multiple masonry pieces are pieced together to form the overall structure and create the building walls. However, such masonry structures are difficult to maintain strong strength during actual use.
[0003] Old masonry houses are usually made of bricks and concrete, which have poor resistance to earthquakes. The joints of the T-shaped walls formed by the connection of the two walls will crack or even separate during the earthquake. It can be seen that the existing masonry has poor earthquake resistance. Utility Model Content
[0004] To address the problem of poor seismic resistance of existing masonry structures mentioned in the background section, this utility model provides the following technical solution:
[0005] A T-shaped masonry reinforcement structure includes a reinforcement structure for reinforcing the masonry body;
[0006] The reinforcement structure includes a first reinforcement component, and two second and third reinforcement components are installed on one side of the first reinforcement component to reinforce the masonry body in conjunction with the first reinforcement component.
[0007] The third reinforcement component includes a reinforcement rod for positioning the second reinforcement component. Nuts for controlling the two second reinforcement components to move closer to each other are installed at both ends of the reinforcement rod. A conical block is installed at one end of the nut for cooperating with the first reinforcement component to control the first reinforcement component to move in the direction of the second reinforcement component.
[0008] Furthermore, the masonry body includes a wall 1, a wall 2 is installed in the middle of the wall 1, and the wall 2 is perpendicular to the middle of the wall 1. The middle of the wall 1 is provided with a plurality of positioning holes 1, and the end of the wall 2 near the wall 1 is provided with a plurality of positioning holes 2.
[0009] Furthermore, the first reinforcement component includes a reinforcement plate, which is close to one side of the first wall. A plurality of connecting rods are installed on one side of the first reinforcement component, and the connecting rods are inserted into the first positioning hole.
[0010] Furthermore, a connecting block is installed at one end of the connecting rod. A first insertion hole is opened on the side of the connecting block near the second wall. A sliding groove is opened on the side of the connecting block away from the second wall, and the sliding groove and the first insertion hole are connected. A beveled edge that abuts against the conical block is machined on the side of the sliding groove away from the connecting rod.
[0011] Furthermore, the connecting rod has a threaded hole machined on the side near the reinforcing plate, and a bolt for fixing the connecting rod to the threaded hole is installed on one side of the reinforcing plate.
[0012] Furthermore, the second reinforcement component includes a V-shaped plate, with reinforcing ribs installed at both the upper and lower ends of the V-shaped plate to increase its mechanical strength. The end of the V-shaped plate near the wall is provided with multiple insertion holes 2, which are aligned with the positioning holes 1. The side of the V-shaped plate near the wall is provided with multiple insertion holes 3, which are aligned with the positioning holes 2.
[0013] Furthermore, the two ends of the reinforcing rod are machined with external threads for guiding the nut, and the middle of the tapered block is provided with a limiting hole.
[0014] Compared with the prior art, the beneficial effects of this utility model are:
[0015] This invention, through the cooperation of reinforcement component one, reinforcement component two, and reinforcement component three, makes the connection between wall one and wall two more secure and less prone to separation due to vibration. The reinforcement component three securely clamps the two reinforcement components two on both sides of wall two. When the nut is tightened, it also controls the movement of reinforcement component one towards reinforcement component two, thereby increasing the tensile strength between wall one and wall two, making the masonry body more stable when facing vibration. Attached Figure Description
[0016] Figure 1 This is a schematic diagram of the overall structure of this utility model;
[0017] Figure 2 This is a schematic diagram of the structure of the masonry body of this utility model;
[0018] Figure 3 This is a schematic diagram of the reinforcement structure of this utility model;
[0019] Figure 4 This is a structural schematic diagram of the first reinforcement component of this utility model;
[0020] Figure 5 This is a schematic diagram of the structure of the second reinforcement component of this utility model;
[0021] Figure 6 This is a structural schematic diagram of the reinforcement component three of this utility model.
[0022] The following is a list of component names represented by the various reference numerals in the attached figures:
[0023] 10-Masonry body, 11-Wall 1, 12-Location hole 1, 13-Wall 2, 14-Location hole 2;
[0024] 100-Reinforced structure, 110-Reinforcement component one, 111-Reinforcement plate, 112-Connecting rod, 113-Connecting block, 114-Insertion hole one, 115-Slide groove, 116-Bevel, 117-Threaded hole, 118-Bolt, 120-Reinforcement component two, 121-V-shaped plate, 122-Insertion hole two, 123-Insertion hole three, 124-Reinforcing rib, 130-Reinforcement component three, 131-Reinforcement rod, 132-External thread, 133-Nut, 134-Conical block, 135-Limiting hole. Detailed Implementation
[0025] The preferred embodiments of this utility model are described in detail below, and a clear and complete explanation is given in conjunction with the accompanying drawings.
[0026] Please see Figures 1-6 This utility model provides a T-shaped masonry reinforcement structure, including a reinforcement structure 100 for reinforcing the masonry body 10. The masonry body 10 includes a first wall 11, a second wall 13 stacked in the middle of the first wall 11, and the second wall 13 is perpendicular to the middle of the first wall 11. The middle of the first wall 11 is provided with a plurality of positioning holes 12. The second wall 13 is provided with a plurality of positioning holes 14 at one end near the first wall 11. The positioning holes 12 are located at the upper end, middle end and lower end of the first wall 11, and the positioning holes 14 are located at the upper end, middle end and lower end of the second wall 13. The horizontal height of adjacent positioning holes 12 and positioning holes 14 is the same. There are two rows of positioning holes 12, and the two positioning holes 12 are located on both sides of the second wall 13.
[0027] The reinforcement structure 100 includes a reinforcement component 110, which includes a reinforcement plate 111. The reinforcement plate 111 is close to the side of the wall 11 away from the wall 2 13. A plurality of connecting rods 112 are installed on one side of the reinforcement component 110, and the connecting rods 112 are inserted into the positioning hole 12. The side of the connecting rod 112 near the reinforcement plate 111 has a threaded hole 117. A bolt 118 is installed on one side of the reinforcement plate 111 to fix the connecting rod 112 in conjunction with the threaded hole 117. After the connecting rod 112 is passed through the positioning hole 12 to one side of the reinforcement plate 111, the bolt 118 is screwed into the connecting rod 112, so that the connecting rod 112 can be fixed to one side of the reinforcement plate 111, so that the reinforcement plate 111 is attached to one side of the wall 111.
[0028] Two reinforcement components, namely reinforcement component 120 and reinforcement component 130, are installed on one side of reinforcement component 110 to reinforce the masonry body 10. Reinforcement component 120 includes a V-shaped plate 121. The upper and lower ends of the V-shaped plate 121 are fixedly equipped with reinforcing ribs 124 to increase the mechanical strength of the V-shaped plate 121. Multiple insertion holes 122 are opened on the end of the V-shaped plate 121 near the wall 11, and the insertion holes 122 are aligned with the positioning holes 12. Multiple insertion holes 123 are opened on the side of the V-shaped plate 121 near the wall 13, and the insertion holes 123 are aligned with the positioning holes 14. The distance between the positioning holes 12 and the wall 13 is equal to the thickness of the V-shaped plate 121, so that after the positioning holes 12 and the insertion holes 122 are aligned, one side of the V-shaped plate 121 fits against the wall 13.
[0029] The third reinforcement component 130 includes a reinforcement rod 131 for positioning the second reinforcement component 120. Nuts 133 for controlling the two second reinforcement components 120 to move closer to each other are installed at both ends of the reinforcement rod 131. A conical block 134 is fixedly installed at one end of the nut 133 for cooperating with the first reinforcement component 110 to control the first reinforcement component 110 to move towards the second reinforcement component 120. External threads 132 for guiding the nut 133 are machined at both ends of the reinforcement rod 131. A limiting hole 135 is opened in the middle of the conical block 134, and the diameter of the cavity of the limiting hole 135 is larger than the diameter of the reinforcement rod 131 so that the reinforcement rod 131 can pass through the cavity of the limiting hole 135.
[0030] A connecting block 113 is fixedly installed at the end of the connecting rod 112 away from the reinforcing plate 111. The connecting block 113 has an insertion hole 114 on the side near the wall 13. The insertion hole 114 is an elliptical cavity so that the reinforcing rod 131 can slide from one side of the insertion hole 114 to the other side of the insertion hole 114. A sliding groove 115 is provided on the side of the connecting block 113 away from the wall 13. The sliding groove 115 is connected to the insertion hole 114. The side of the sliding groove 115 away from the connecting rod 112 has a beveled edge 116 that abuts against the conical block 134.
[0031] When reinforcing the old T-shaped masonry, positioning holes 12 and 14 are machined on wall 11 and wall 23 respectively. Then, a V-shaped plate 121 is placed against the two included angles formed by wall 11 and wall 23, aligning insertion hole 122 with positioning hole 12 and insertion hole 123 with positioning hole 14. Multiple connecting rods 112 are then inserted from insertion hole 122 and positioning hole 12 towards one side of wall 11, and screwed into threaded holes 117 using bolts 118 to fix the connecting rods 112 onto the reinforcing plate 111. The reinforcing plate 111 is then pushed towards wall 11, so that it rests against one side of wall 111. At this point, insertion holes 114, 123, and positioning hole 14 are aligned. The reinforcing rod 131 is then passed through the groove 115, insertion hole 114, and insertion hole 123. Hole 123, positioning hole 14, and insertion hole 123, insertion hole 114, and slide groove 115 on the other side of wall 13 are connected to screw two nuts 133 onto external threads 132, causing the conical block 134 to move toward the connecting block 113. The outer wall and inclined side 116 of the conical block 134 abut against each other. When the two nuts 133 approach each other, not only are the two reinforcing components 120 clamped on both sides of wall 13, but the inclined side of the conical block 134, in conjunction with the inclined side 116, drives the connecting block 113 away from wall 11. This, in turn, drives the connecting rod 112 and the reinforcing plate 111 to move, so that the reinforcing plate 111 pushes wall 11 toward wall 23, thereby making the connection between wall 111 and wall 213 more secure and less susceptible to damage from vibration.
[0032] Based on the above description and accompanying drawings, those skilled in the art can understand and implement this utility model. Furthermore, any non-creative modifications made to this utility model by those skilled in the art without inventive effort are still within the protection scope of this utility model.
Claims
1. A T-shaped masonry reinforcement structure, comprising a reinforcement structure (100) for reinforcing the masonry body (10), characterized in that: The reinforcement structure (100) includes a first reinforcement component (110), and two second reinforcement components (120) and third reinforcement components (130) are installed on one side of the first reinforcement component (110) to reinforce the masonry body (10) in conjunction with the first reinforcement component (110). The third reinforcement component (130) includes a reinforcement rod (131) for positioning the second reinforcement component (120). Nuts (133) for controlling the two second reinforcement components (120) to move closer to each other are installed at both ends of the reinforcement rod (131). A conical block (134) is installed at one end of the nut (133) for cooperating with the first reinforcement component (110) to control the first reinforcement component (110) to move in the direction of the second reinforcement component (120).
2. The T-shaped masonry reinforcement structure according to claim 1, characterized in that: The masonry body (10) includes a wall (11), a wall (13) is installed in the middle of the wall (11), and the wall (13) is perpendicular to the middle of the wall (11). The middle of the wall (11) is provided with a plurality of positioning holes (12), and the end of the wall (13) near the wall (11) is provided with a plurality of positioning holes (14).
3. The T-shaped masonry reinforcement structure according to claim 2, characterized in that: The first reinforcement component (110) includes a reinforcement plate (111), and the reinforcement plate (111) is close to one side of the first wall (11). A plurality of connecting rods (112) are installed on one side of the first reinforcement component (110), and the connecting rods (112) are inserted into the positioning hole (12).
4. The T-shaped masonry reinforcement structure according to claim 3, characterized in that: A connecting block (113) is installed at one end of the connecting rod (112). The connecting block (113) has a first insertion hole (114) on the side close to the second wall (13). The connecting block (113) has a sliding groove (115) on the side away from the second wall (13), and the sliding groove (115) and the first insertion hole (114) are connected. The sliding groove (115) has a beveled edge (116) that abuts against the conical block (134) on the side away from the connecting rod (112).
5. A T-shaped masonry reinforcement structure according to claim 3, characterized in that: The connecting rod (112) has a threaded hole (117) on the side near the reinforcing plate (111), and a bolt (118) is installed on one side of the reinforcing plate (111) to fix the connecting rod (112) in conjunction with the threaded hole (117).
6. A T-shaped masonry reinforcement structure according to claim 2, characterized in that: The second reinforcement component (120) includes a V-shaped plate (121). The upper and lower ends of the V-shaped plate (121) are equipped with reinforcing ribs (124) to increase the mechanical strength of the V-shaped plate (121). The V-shaped plate (121) has multiple insertion holes (122) at one end near the wall (11), and the insertion holes (122) and the positioning holes (12) are aligned. The V-shaped plate (121) has multiple insertion holes (123) at one side near the wall (13), and the insertion holes (123) and the positioning holes (14) are aligned.
7. A T-shaped masonry reinforcement structure according to claim 1, characterized in that: The reinforcing rod (131) has external threads (132) at both ends for guiding the nut (133), and the tapered block (134) has a limiting hole (135) in the middle.