A structure for reinforcing open walls with high ductility concrete

Abstract

This utility model provides a reinforcement structure for high-ductility concrete walls with openings, belonging to the technical field of wall reinforcement structures. The structure includes a wall unit one and a wall unit two. The longitudinal direction of wall unit one and the transverse direction of wall unit two are reinforced by fixing components. The cooperation between the reinforcing plate assembly, the first pressure plate, and the first bolt allows for vertically and securely fastening to wall unit one. The cooperation between the first pressure plate, the second pressure plate, the second bolt, and the positioning screws provides a suitable and tight clamping force for the transverse splicing of wall unit two. The fixing components of this utility model provide more stable reinforcement for wall unit one and wall unit two during longitudinal and transverse splicing, enabling them to withstand greater stress during wall use without loosening, thus demonstrating strong practicality.

Description

Technical Field

[0001] This utility model relates to a reinforcement structure for high-ductility concrete walls with openings, belonging to the technical field of wall reinforcement structures. Background Technology

[0002] High-ductility concrete walls are a type of precast wall. When two precast walls are joined together horizontally and vertically, L-shaped components are typically added at the corners on both sides of the two precast walls and reinforced by driving expansion bolts into the wall. However, this method of reinforcement is not very strong, and the expansion bolts are prone to loosening under stress within the wall. To address these shortcomings, this utility model proposes a structure for reinforcing high-ductility concrete walls with openings. Utility Model Content

[0003] In view of the shortcomings of the existing technology, the purpose of this utility model is to provide a structure for reinforcing open walls with high ductility concrete, so as to solve the existing problems.

[0004] To achieve the above objectives, this utility model is implemented through the following technical solution: a reinforcement structure for a high-ductility concrete wall with a double opening, the structure including a wall 1 and a wall 2, wherein the longitudinal direction of the wall 1 and the transverse direction of the wall 2 are spliced ​​together by a fixing component for reinforcement, the fixing component including a reinforcement plate assembly, a first pressure plate and a first bolt, the reinforcement plate assembly is vertically pressed against the right side of the wall 1, and each of the first pressure plates is spaced apart and pressed against the left side of the wall 1, and the first bolt passes through the double opening of the wall 1 to lock the reinforcement plate assembly and each of the first pressure plates. The left end of the front side of the fixing component is fitted with a second pressure plate by multiple positioning screws. When the wall 2 abuts against the right side of the reinforcement plate assembly, and the second pressure plate abuts against the left side of the wall 2, the second bolt passes through the double opening of the wall 2 to lock the reinforcement plate assembly and the second pressure plate.

[0005] A further improvement is that the reinforcing plate assembly is formed by welding a panel and side plates to form a T-shaped plate. The panel has vertically recessed screw grooves on both the left and right sides, while the side plates have vertically recessed first movable screw holes. The left side of the panel has multiple positioning screw holes spaced apart for locking the positioning screws.

[0006] A further improvement is that the first pressure plate has multiple recessed screw holes on its four sides.

[0007] A further improvement is that the second pressure plate includes an L-shaped side plate, and the left side of the L-shaped side plate is provided with a plurality of transverse sliding screw holes for adjusting the positioning screws, and the right side of the L-shaped side plate is provided with a second movable screw hole.

[0008] A further improvement is that the reinforcing plate assembly, the first pressure plate, and the second pressure plate are all made of iron.

[0009] A further improvement is that multiple split holes are provided at intervals at the horizontal and vertical joints of the first and second walls.

[0010] The beneficial effects of the utility model are: This utility model provides a reinforcement structure for high-ductility concrete walls with openings. The structure is designed by combining a fixing component consisting of a reinforcing plate assembly, a first pressure plate, a first bolt, a second pressure plate, a second bolt, and positioning screws at the horizontal and vertical joints of wall one and wall two. The reinforcement plate assembly, the first pressure plate, and the first bolts work together to vertically and securely fasten the wall to wall one. The first pressure plate, the second pressure plate, the second bolt, and the positioning screws work together to provide a suitable and tight clamping force for the horizontal joint of wall two, preventing the mismatch between the conventional method of directly creating grooves and the thickness of wall two. The fixing component of this utility model provides more stable reinforcement of wall one and wall two during horizontal and vertical joints, capable of withstanding greater stress during use without loosening, and is highly practical. Attached Figure Description

[0011] Figure 1 This is a schematic diagram of the top surface of a high-ductility concrete reinforcement structure for walls with openings according to this utility model; Figure 2 This is a schematic diagram of the fixing component structure of this utility model; Figure 3 This is a schematic diagram of the reinforced plate assembly structure of this utility model; Figure 4 This is a schematic diagram of the first pressure plate structure of this utility model; Figure 5 This is a schematic diagram of the second pressure plate structure of this utility model. Detailed Implementation

[0012] To make the technical means, creative features, objectives and effects of this utility model easier to understand, the present utility model will be further described below in conjunction with specific embodiments.

[0013] Please see Figure 1-5This utility model discloses a technical solution for reinforcing a high-ductility concrete wall with a split opening: the structure includes a wall 1 and a wall 2. The longitudinal direction of the wall 1 and the transverse direction of the wall 2 are spliced ​​together by a fixing component 3 for reinforcement. The fixing component 3 includes a reinforcing plate assembly 31, a first pressure plate 32, and a first bolt 33. The reinforcing plate assembly 31 is perpendicularly pressed against the right side of the wall 1, while each of the first pressure plates 32 is spaced apart and pressed against the left side of the wall 1. The first bolt 33 passes through the split opening of the wall 1 to lock the reinforcing plate assembly 31 and each of the first pressure plates 32. The left end of the front side of the fixing component 3 is locked with a second pressure plate 34 by multiple positioning screws 36. When the wall 2 abuts against the right side of the reinforcing plate assembly 31, and the second pressure plate 34 abuts against the left side of the wall 2, the second bolt 35 passes through the split opening of the wall 2 to lock the reinforcing plate assembly 31 and the second pressure plate 34.

[0014] The reinforcing plate assembly 31 is formed by welding a panel 311 and a side plate 312 to form a T-shaped plate. The panel 311 has vertically recessed screw grooves 313 on the left and right sides, while the side plate 312 has a first movable screw opening 314 on the side plate. The panel 311 has a plurality of positioning screw holes 315 for locking the positioning screws 36 at intervals on the left side.

[0015] The first pressure plate 32 has multiple recessed screw holes 321 on its four sides.

[0016] The second pressure plate 34 includes an L-shaped side plate 341, and the left side of the L-shaped side plate 341 is provided with a plurality of transverse sliding screw holes 342 for adjusting the positioning screws 36, and the right side of the L-shaped side plate 341 is provided with a second movable screw hole 343.

[0017] Working principle: When wall 1 and wall 2 are joined horizontally and vertically, corresponding openings are first made. Then, the reinforcing plate assembly 31 and multiple first pressure plates 32 are threaded through and fixed into the openings of wall 1 using first bolts 33. Because the recessed screw groove 313 is a long strip structure, it is easy to align the recessed screw hole 321 with the openings on wall 1 and the recessed screw groove 313, avoiding the problem of the first bolt 33 not being able to be aligned and inserted. Furthermore, the design of the recessed screw groove 313 and the recessed screw hole 321 ensures that the first bolt 33 will not protrude after being locked in, preventing... To prevent the second pressure plate 34 from getting stuck during displacement installation, the second pressure plate 34 is first installed on the reinforcement plate assembly 31 without being locked in place using the positioning screws 36. The groove formed by the side plate 312 and the second pressure plate 34 is used for the horizontal insertion of the wall 2. At this time, the first movable screw hole 314 and the second movable screw hole 343 are connected to the split hole on the wall 2. Then, the second bolts 35 are inserted in sequence for locking, so that the side plate 312 and the second pressure plate 34 can clamp the left end of the wall 2 for reinforcement. Finally, the positioning screws 36 are tightened to complete the installation.

[0018] The foregoing has shown and described the basic principles, main features, and advantages of this utility model. It will be apparent to those skilled in the art that this utility model is not limited to the details of the exemplary embodiments described above, and that it can be implemented in other specific forms without departing from the spirit or basic characteristics of this utility model. Therefore, the embodiments should be considered exemplary and non-limiting in all respects. The scope of this utility model is defined by the appended claims rather than the foregoing description, and thus all variations falling within the meaning and scope of equivalents of the claims are intended to be included within this utility model. No reference numerals in the claims should be construed as limiting the scope of the claims.

[0019] Furthermore, it should be understood that although this specification describes embodiments, not every embodiment contains only one independent technical solution. This narrative style is merely for clarity. Those skilled in the art should consider the specification as a whole, and the technical solutions in each embodiment can also be appropriately combined to form other embodiments that can be understood by those skilled in the art.

Claims

1. A reinforcement structure for a high-ductility concrete wall with openings, comprising a wall body one and a wall body two, wherein the longitudinal and transverse openings of wall body one are reinforced by fixing components, characterized in that: The fixing component includes a reinforcing plate assembly, a first pressure plate, and a first bolt. The reinforcing plate assembly is perpendicularly pressed against the right side of the wall, while each of the first pressure plates is spaced apart and pressed against the left side of the wall. The first bolt passes through the split hole in the wall to lock the reinforcing plate assembly and the first pressure plates together. The left end of the front side of the fixing component is fitted with a second pressure plate by multiple positioning screws. When the wall abuts against the right side of the reinforcing plate assembly, the second pressure plate abuts against the left side of the wall. The second bolt passes through the split hole in the wall to lock the reinforcing plate assembly and the second pressure plate together.

2. A structure for reinforcing a high ductility concrete split-hole wall according to claim 1, wherein: The reinforcing plate assembly is a T-shaped plate formed by welding a front panel and side panels. The front panel has vertically recessed screw grooves on the left and right sides, while the side panels have vertically recessed first movable screw holes. The left side of the front panel has multiple positioning screw holes spaced apart for locking the positioning screws.

3. A structure for reinforcing a high ductility concrete split-hole wall according to claim 2, wherein: The first pressure plate has multiple recessed screw holes on its four sides.

4. A structure for reinforcing a high ductility concrete split-hole wall according to claim 3, wherein: The second pressure plate includes an L-shaped side plate, and the left side of the L-shaped side plate is provided with a plurality of transverse sliding screw holes for adjusting the positioning screws, and the right side of the L-shaped side plate is provided with a second movable screw hole.

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