A recycled water brick masonry bearing structure

Abstract

The application provides a recycled fair-faced brick masonry bearing structure, and belongs to the technical field of building construction, comprising a frame and a reinforcing support; the frame is installed at a preset position; a prefabricated wallboard is arranged inside the frame; one end of the reinforcing support is fixed to the outer side of the frame, and the other end is a free end; the free end of the reinforcing support is located in the mortar joint of the fair-faced brick wall; wherein the length of the reinforcing support along the thickness direction of the prefabricated wallboard is less than the length of the mortar joint along the thickness direction of the prefabricated wallboard, so that the reinforcing support is hidden inside the mortar joint; a plurality of groups of reinforcing supports are arranged along the height direction. The frame and the prefabricated wallboard form a wall body; compared with the traditional masonry method, the bearing structure of the application can improve the strength of the fair-faced brick wall and reduce the safety hazards.

Description

Technical Field

[0001] This application belongs to the field of building construction technology, specifically relating to a recycled fair-faced brick masonry load-bearing structure. Background Technology

[0002] During the construction process, the load-bearing capacity and durability of the wall structure are crucial to the overall safety of the building. Existing exposed brick facade masonry usually relies on the stacking of the bricks themselves for load-bearing or on mortar bonding. However, due to the large size of the bricks, as the height increases, problems such as masonry settlement, cracks, and even local detachment are likely to occur. When the bricks are not tightly bonded to the concrete wall or beams and columns, there are significant safety hazards. Utility Model Content

[0003] This application provides a recycled water-reclaimed brick masonry load-bearing structure, which aims to solve the problem of significant safety hazards in existing masonry methods.

[0004] To achieve the above objectives, the technical solution adopted in this application is as follows: A recycled water-reclaimed brick masonry load-bearing structure is provided, comprising: A frame is installed in a predetermined position; the frame is equipped with prefabricated wall panels. The reinforcing bracket has one end fixed to the outside of the frame and the other end free; the free end of the reinforcing bracket is located in the mortar joint of the exposed brick wall. The length of the reinforcing bracket along the thickness direction of the precast wall panel is less than the length of the mortar joint along the thickness direction of the precast wall panel, so that the reinforcing bracket is hidden inside the mortar joint; multiple sets of the reinforcing bracket are arranged along the height direction.

[0005] In one possible implementation, each set of the reinforcing supports includes: The short flat steel for pressing the wall is set along the thickness direction of the precast wall panel; one end of the short flat steel for pressing the wall is fixed to the frame, and the other end is a free end; there are several short flat steels for pressing the wall, and they are set at intervals along the length direction of the frame; The long flat steel for pressing the wall is welded and fixed to several short flat steels for pressing the wall; Wherein, the overall thickness of the long flat steel and the short flat steel of the wall pressing is less than the thickness of the mortar joint; the length of the extended portion of the overall long flat steel and the short flat steel of the wall pressing is less than the length of the mortar joint along the thickness direction of the precast wall panel.

[0006] In one possible implementation, a connecting flat steel is fixedly provided on the outer side of the frame, the connecting flat steel being arranged along the length direction of the precast wall panel; the end of the short-direction flat steel for pressing the wall is fixed to the connecting flat steel.

[0007] In one possible implementation, a connecting plate is fixedly provided at the fixed end of the short flat steel for pressing the wall, and the short flat steel for pressing the wall is welded to the connecting flat steel through the connecting plate; the welding position of the connecting plate is provided with anti-rust paint.

[0008] In one possible implementation, the frame includes several sets of support frames, with prefabricated wall panels between adjacent support frames, and adjacent prefabricated wall panels are connected by mortar; each set of support frames includes: Two vertical connecting angle steels are located on both sides of the precast wall panel; Several horizontal connecting angle steels are arranged horizontally; several horizontal connecting angle steels are spaced apart along the height direction, and each of the horizontal connecting angle steels is welded and fixed to two vertical connecting angle steels. The frame also includes connecting flat steel bars disposed on both sides of the support frame, which are welded and fixed to several support frames; multiple connecting flat steel bars are provided along the height direction.

[0009] In one possible implementation, anti-rust paint is applied to the welding positions of the longitudinal flat steel, the short flat steel, the horizontal connecting angle steel, the vertical connecting angle steel, and the connecting flat steel.

[0010] In one possible implementation, the long flat bar of the wall is located on top of the short flat bar of the wall, and the long flat bar of the wall is located within the length range of the short flat bar of the wall.

[0011] In one possible implementation, the top of the precast wall panel on the frame is connected to the concrete roof slab by mortar; a vertical angle iron is installed between the outer side of the precast wall panel and the concrete roof slab, with both sides of the vertical angle iron fixed to the concrete roof slab and the precast wall panel respectively; and both sides of the vertical angle iron are located within the mortar joints of the exposed brick wall.

[0012] In one possible implementation, several reinforcing plates are pre-embedded in the concrete top slab, with the bottom end of the reinforcing plate protruding from the concrete top slab and the protruding end of the reinforcing plate located within the mortar joint; the reinforcing plates are welded and fixed to the vertical angle iron, and anti-rust paint is applied to the welding position.

[0013] In one possible implementation, the vertical angle iron is fixed to the precast wall panel and the concrete roof slab by expansion bolts.

[0014] This application provides a recycled fair-faced brick masonry load-bearing structure. Compared with existing technologies, it provides foundation support through a frame and enhances the overall structural integrity through precast wall panels. One end of the reinforcing bracket is fixed to the frame, while the free end is hidden in the mortar joint. Multiple sets of reinforcing brackets are arranged along the height direction, which not only avoids the reinforcing brackets being exposed and thus affecting the fair-faced brick facade effect, but also evenly transfers the load through multiple distributed sets of reinforcing brackets, effectively improving the load-bearing capacity between the frame and the fair-faced brick wall, dispersing the stress, reducing local stress concentration, and enhancing the overall structural stability. Without increasing the thickness of the fair-faced brick wall, it improves the connection strength between the fair-faced brick wall and the precast wall panels, reducing the occurrence of settlement, cracks, or even local detachment of the fair-faced brick wall. Through the above-mentioned design, compared with traditional masonry methods, the load-bearing structure of this application can improve the strength of the fair-faced brick wall and reduce safety hazards. Attached Figure Description

[0015] Figure 1 A schematic diagram of a recycled fair-faced brick masonry load-bearing structure provided in an embodiment of this application; Figure 2 for Figure 1 Enlarged diagram of section A in the middle; Figure 3 for Figure 1 Enlarged diagram of section B; Figure 4 A schematic diagram of the prefabricated wall panel and support frame portion of a recycled fair-faced brick masonry load-bearing structure provided in an embodiment of this application; Figure 5 for Figure 4 Enlarged diagram of section C; Figure 6 A schematic diagram of the fair-faced brick portion of a recycled fair-faced brick masonry load-bearing structure provided in an embodiment of this application; Figure 7 A front view of a recycled fair-faced brick masonry load-bearing structure provided in an embodiment of this application; Figure 8 for Figure 7 Enlarged schematic diagram of section D in the middle; Figure 9 This is a schematic diagram of the vertical angle iron portion of a recycled fair-faced brick masonry load-bearing structure provided in an embodiment of this application.

[0016] Explanation of reference numerals in the attached drawings: 1. Frame; 11. Precast wall panel; 12. Connecting flat steel; 13. Support frame; 14. Vertical connecting angle steel; 15. Horizontal connecting angle steel; 2. Fair-faced brick; 3. Short flat steel for pressing the wall; 31. Connecting plate; 4. Long flat steel for pressing the wall; 5. Concrete roof slab; 6. Vertical angle iron; 7. Reinforcing plate; 8. Hook bolt; 81. Washer; 82. Nut. Detailed Implementation

[0017] To make the technical problems, technical solutions, and beneficial effects to be solved by this application clearer, the following detailed description is provided in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative and are not intended to limit the scope of this application.

[0018] Please refer to the following: Figures 1 to 9 This application describes a recycled fair-faced brick masonry load-bearing structure. The structure includes a frame 1 and reinforcing supports. The frame 1 is installed in a predetermined position. A prefabricated wall panel 11 is provided inside the frame 1. One end of the reinforcing support is fixed to the outside of the frame 1, and the other end is free. The free end of the reinforcing support is located within the mortar joint of the fair-faced brick wall. The length of the reinforcing support along the thickness direction of the prefabricated wall panel 11 is less than the length of the mortar joint along the thickness direction of the prefabricated wall panel 11, so that the reinforcing support is hidden inside the mortar joint. Multiple sets of reinforcing supports are arranged along the height direction. The frame 1 and the prefabricated wall panel 11 form a wall.

[0019] This application provides a recycled fair-faced brick masonry load-bearing structure. Compared with the prior art, it provides basic support through a frame 1 and enhances the overall structural integrity through precast wall panels 11. One end of the reinforcing bracket is fixed to the frame 1, and the free end of the reinforcing bracket is hidden in the mortar joint. Multiple sets of reinforcing brackets are arranged along the height direction, which not only avoids the reinforcing brackets being exposed, thus affecting the facade effect of the fair-faced bricks, but also evenly transfers the load through multiple sets of distributed reinforcing brackets, effectively improving the load-bearing capacity between the frame 1 and the fair-faced brick wall, dispersing the force, reducing local stress concentration, and enhancing the overall stability of the structure. Without increasing the thickness of the fair-faced brick wall 2, it increases the connection strength between the fair-faced brick wall 2 and the precast wall panels 11, reducing the occurrence of settlement, cracks, or even local detachment of the fair-faced brick wall 2. Through the above-mentioned settings of this application, compared with the traditional masonry method, the load-bearing structure of this application can improve the strength of the fair-faced brick wall 2 and reduce safety hazards.

[0020] The reinforcing brackets installed in the mortar joints can improve the stress state of the exposed brick wall 2. The reinforcing brackets can effectively transfer the load of the upper exposed brick 2 to the precast wall panel 11, reduce the cumulative pressure on the lower exposed brick 2, thereby reducing the risk of deformation and detachment of the masonry, and improving the overall safety and durability of the exposed brick 2 facade.

[0021] During the installation of the reinforcing brackets, the height between adjacent reinforcing brackets shall not exceed 600mm; through the above-mentioned setup, the pressure on the upper structure of the fair-faced brick 2 wall can be effectively dispersed, and the cumulative pressure borne by the lower fair-faced brick 2 can be significantly reduced.

[0022] In some embodiments, such as Figures 1 to 9As shown, each set of reinforcing supports includes a short-direction flat steel 3 and a long-direction flat steel 4; the short-direction flat steel 3 is arranged along the thickness direction of the precast wall panel 11; one end of the short-direction flat steel 3 is fixed to the frame 1, and the other end is a free end; there are several short-direction flat steels 3, which are spaced apart along the length direction of the frame 1; the long-direction flat steel 4 is welded and fixed to several short-direction flat steels 3; wherein, the overall thickness of the long-direction flat steel 4 and the short-direction flat steel 3 is less than the thickness of the mortar joint; the length of the extended portion of the long-direction flat steel 4 and the short-direction flat steel 3 is less than the length of the mortar joint along the thickness direction of the precast wall panel 11.

[0023] The short flat steel bar 3 can transfer the load to the precast wall panel 11, and the long flat steel bar 4 connects several short flat steel bars 3 at the same height into a whole, so that the load is continuously distributed along the length of the wall and the support capacity of the reinforced support is improved.

[0024] After the long flat steel 4 is welded to the short flat steel 3, the overall outward extension of the long flat steel 4 and the short flat steel 3 will not extend into the mortar joint. Therefore, the long flat steel 4 and the short flat steel 3 are equivalent to forming a "hidden beam" in the mortar joint, which can improve the compressive strength of the fair-faced brick 2. Through the above-mentioned arrangement of this application, the overturning resistance of the fair-faced brick 2 wall can be significantly improved without increasing the cross-section.

[0025] In some embodiments, such as Figures 1 to 9 As shown, a connecting flat steel 12 is fixedly provided on the outer side of the frame 1, and the connecting flat steel 12 is set along the length direction of the precast wall panel 11; the end of the short wall pressing flat steel 3 is fixed on the connecting flat steel 12.

[0026] The connecting flat steel 12 on the outer side of the frame 1 is set along the length of the precast wall panel 11, serving as a fixed carrier for the short flat steel 3 of the wall pressing, increasing the contact area between the short flat steel 3 of the wall pressing and the frame 1, dispersing the local pressure of the short flat steel 3 of the wall pressing on the frame 1, and preventing the frame 1 from deforming due to local stress concentration; at the same time, the connecting flat steel 12 along the length direction can make the multiple short flat steels 3 of the wall pressing more evenly stressed, ensuring that the load is smoothly transmitted along the length of the frame 1, and improving the overall stress coordination of the structure.

[0027] In some embodiments, such as Figures 1 to 9 As shown, a connecting plate 31 is fixedly provided at the fixed end of the short flat steel 3 for pressing the wall, and the short flat steel 3 for pressing the wall is welded and fixed to the connecting flat steel 12 through the connecting plate 31; the welding position of the connecting plate 31 is provided with anti-rust paint.

[0028] The short flat steel 3 for pressing the wall is welded to the connecting flat steel 12 through the connecting plate 31. The connecting plate 31 increases the welding contact area, reduces the stress concentration at the welding point, and makes the connection more robust and reliable. The anti-rust paint at the welding position can effectively block moisture and air, prevent the welding point from rusting, avoid the gradual decrease in connection strength due to rusting, extend the service life of the structure, and ensure long-term load-bearing stability.

[0029] After welding is completed, applying anti-rust paint to the welded surface can improve the rust resistance of the welded position, reduce the occurrence of rust at the welded position, and ensure the effective connection between the short flat steel 3 for pressing the wall and the connecting flat steel 12.

[0030] In some embodiments, such as Figures 1 to 9 As shown, the frame 1 includes several sets of support frames 13, with precast wall panels 11 between adjacent support frames 13, and adjacent precast wall panels 11 are connected by mortar. Each set of support frames 13 includes two vertical connecting angle steels 14 and several horizontal connecting angle steels 15. The two vertical connecting angle steels 14 are located on both sides of the precast wall panel 11. The several horizontal connecting angle steels 15 are horizontally arranged. The several horizontal connecting angle steels 15 are spaced apart along the height direction, and each horizontal connecting angle steel 15 is welded and fixed to two vertical connecting angle steels 14. The frame 1 also includes connecting flat steels 12 arranged on both sides of the support frames 13, and the connecting flat steels 12 are welded and fixed to several support frames 13. Multiple connecting flat steels 12 are arranged along the height direction. The construction process between the precast wall panels 11 and the frame 1 can be as follows: first, fix the support frames 13 to the precast wall panels 11, then install and fix the adjacent precast wall panels 11, and finally weld and fix the connecting flat steels 13.

[0031] The support frame 13 is formed by welding vertical connecting angle steel 14 and horizontal connecting angle steel 15 to form a rigid unit with strong load-bearing capacity, providing stable support for the precast wall panel 11; the precast wall panels 11 between adjacent support frames 13 are connected by mortar to enhance the lateral integrity; multiple connecting flat steels 12 are set on both sides of the support frame 13 along the height, which strengthens the connection node between the frame 1 and the reinforcing bracket, so that the vertical load can be distributed and transferred along the height direction, reducing the vertical deformation of the structure, improving the overall resistance to lateral displacement, and adapting to the load distribution requirements of different heights.

[0032] In some embodiments, such as Figures 1 to 9 As shown, anti-rust paint is applied to the welding positions of the long flat steel 4, the short flat steel 3, the horizontal connecting angle steel 15, the vertical connecting angle steel 14, and the connecting flat steel 12.

[0033] All welded locations are coated with anti-rust paint to cover critical load-bearing nodes in the structure. These nodes are the core of force transmission and are also areas where strength is easily weakened by corrosion. Anti-rust treatment can effectively prevent cross-sectional weakening and connection failure caused by steel corrosion, ensuring the long-term stability of the connection strength of each component, reducing maintenance costs, and extending the overall service life of the structure.

[0034] In some embodiments, such as Figures 1 to 9 As shown, the long flat steel 4 is located at the top of the short flat steel 3, and the long flat steel 4 is within the length range of the short flat steel 3.

[0035] The long flat steel bar 4 is located on top of the short flat steel bar 3 and within the length range of the short flat steel bar 3, which ensures that the long flat steel bar 4 does not protrude from the exposed brick wall 2, thereby guaranteeing the visual effect of the exposed brick wall 2 facade.

[0036] The long flat steel 4 is located at the top of the short flat steel 3 and within its length range. It can both constrain the short flat steel 3 by the long flat steel 4, reduce the warping deformation of the short flat steel 3 under stress, and enhance the overall rigidity; and ensure that the extended length of the reinforcing bracket does not exceed the mortar joint range, maintaining the aesthetics of the concealed design.

[0037] Setting the long flat steel 4 of the wall pressing line near the end of the short flat steel 3 of the wall pressing line can form a "T"-shaped hidden beam, which can improve the overall support effect of the long flat steel 4 and the short flat steel 3 of the wall pressing line, thereby improving the stability of the fair-faced brick wall 2.

[0038] In some embodiments, such as Figures 1 to 9 As shown, the top of the precast wall panel 11 on the frame 1 is connected to the concrete top slab 5 by mortar; a vertical angle iron 6 is set between the outer side of the precast wall panel 11 and the concrete top slab 5, and the two sides of the vertical angle iron 6 are fixed to the concrete top slab 5 and the precast wall panel 11 respectively; and both sides of the vertical angle iron 6 are located in the mortar joint of the fair-faced brick wall 2.

[0039] By setting a vertical angle iron 6 between the top layer of fair-faced brick 2 and the concrete top slab 5, and fixing the angle iron to the concrete top slab 5 and the precast wall panel 11; and then embedding it completely into the mortar joint, the vertical pressure of the concrete top slab 5 can be evenly diffused to the top of the fair-faced brick 2 wall; reducing the local crushing caused by the concrete top slab 5 directly pressing on the top of the fair-faced brick 2 wall in the traditional masonry method.

[0040] In some embodiments, such as Figures 1 to 9 As shown, several reinforcing plates 7 are pre-embedded on the concrete top slab 5. The bottom end of the reinforcing plate 7 protrudes from the concrete top slab 5, and the protruding end of the reinforcing plate 7 is located in the mortar joint. The reinforcing plate 7 is welded and fixed to the vertical angle iron 6, and anti-rust paint is applied to the welding position.

[0041] The reinforcing plate 7 embedded in the concrete top slab 5 protrudes at its bottom end and is located within the mortar joint. It is welded to the vertical angle iron 6. The reinforcing plate 7 forms an integral whole with the top slab through pre-embedding, which enhances the connection strength with the top slab and avoids insufficient force due to the vertical angle iron 6 relying solely on surface fixation. Welding ensures the direct transmission of force, so that the load of the precast wall panel 11 is effectively transferred to the top slab through the angle iron and the reinforcing plate 7. The anti-rust paint at the weld prevents rust from weakening the joint strength, ensures the long-term stability of the top connection, and improves the structure's pull-out and shear resistance.

[0042] In some embodiments, such as Figures 1 to 9 As shown, the vertical angle iron 67 is fixed to the precast wall panel 11 and the concrete top slab 5 by expansion bolts. The vertical angle iron 67 has mounting holes corresponding to the expansion bolts (not shown in the figure).

[0043] The vertical angle iron 6 is fixed to the precast wall panel 11 and the top slab using expansion bolts. After installation, the expansion bolts are tightly bonded to the substrate, providing reliable mechanical interlocking force. Compared to simple welding or bonding, it can withstand greater tensile and shear forces. Especially under vibration or load changes, it effectively prevents the angle iron from loosening, ensuring the continuous and stable reinforcement effect of the vertical angle iron 6 on the top node, and further improving the deformation resistance and load-bearing safety of the connection between the precast wall panel 11 and the concrete top slab 5. All welded positions in the structure of this application are coated with anti-rust paint.

[0044] The exposed brick wall constructed through the above process can effectively improve the supporting strength of the exposed brick wall, reduce the risk of deformation and detachment of the masonry, and enhance the overall safety and durability of the exposed brick facade.

[0045] In addition, angle iron is welded to the bottom of the support frame 13. Each precast wall panel 11 has a through hole for the hook bolt 8 to pass through. The hook bolt 8 is located near the angle iron at the bottom of the support frame 13. The bent end of the hook bolt 8 is located inside the support frame 13 and is welded to the angle iron at the bottom of the support frame 13. Anti-rust paint is applied to the welding position. The other end of the hook bolt 8 passes through the precast wall panel 11 and is fitted with a washer 81. The protruding end of the hook bolt 8 is locked with a nut 82. After the hook bolt 8 is locked with a nut 82, the bent end of the hook bolt 8 is welded to the angle iron at the bottom of the support frame 13. The protruding end of the hook bolt 8 is located in the mortar joint between the fair-faced brick 2 and the precast wall panel 11.

[0046] The above description is merely a preferred embodiment of this application and is not intended to limit this application. Any modifications, equivalent substitutions, and improvements made within the spirit and principles of this application should be included within the protection scope of this application.

Claims

1. A load-bearing structure made of recycled fair-faced brick masonry, characterized in that, include: A frame is installed in a predetermined position; the frame is equipped with prefabricated wall panels. The reinforcing bracket has one end fixed to the outside of the frame and the other end free; the free end of the reinforcing bracket is located in the mortar joint of the exposed brick wall. The length of the reinforcing bracket along the thickness direction of the precast wall panel is less than the length of the mortar joint along the thickness direction of the precast wall panel, so that the reinforcing bracket is hidden inside the mortar joint; multiple sets of the reinforcing bracket are arranged along the height direction.

2. The recycled water-reclaimed brick masonry load-bearing structure as described in claim 1, characterized in that, Each set of the aforementioned reinforcing brackets includes: The short flat steel for pressing the wall is set along the thickness direction of the precast wall panel; one end of the short flat steel for pressing the wall is fixed to the frame, and the other end is a free end; there are several short flat steels for pressing the wall, and they are set at intervals along the length direction of the frame; The long flat steel for pressing the wall is welded and fixed to several short flat steels for pressing the wall; Wherein, the overall thickness of the longitudinal flat steel and the longitudinal flat steel of the wall is less than the thickness of the mortar joint; the length of the extended portion of the longitudinal flat steel and the longitudinal flat steel of the wall is less than the length of the mortar joint along the thickness direction of the precast wall panel.

3. The recycled water-reclaimed brick masonry load-bearing structure as described in claim 2, characterized in that, A connecting flat steel is fixedly provided on the outside of the frame, and the connecting flat steel is arranged along the length direction of the precast wall panel; the end of the short-length wall-pressing flat steel is fixed on the connecting flat steel.

4. The recycled clear water brick masonry load-bearing structure as described in claim 3, characterized in that, A connecting plate is fixedly provided at the fixed end of the short flat steel for pressing the wall, and the short flat steel for pressing the wall is welded to the connecting flat steel through the connecting plate; the welding position of the connecting plate is provided with anti-rust paint.

5. The recycled fair-faced brick masonry load-bearing structure as described in claim 3, characterized in that, The frame includes several sets of support frames, with precast wall panels between adjacent support frames, and adjacent precast wall panels are connected by mortar; each set of support frames includes: Two vertical connecting angle steels are located on both sides of the precast wall panel; Several horizontal connecting angle steels are arranged horizontally; several horizontal connecting angle steels are spaced apart along the height direction, and each of the horizontal connecting angle steels is welded and fixed to two vertical connecting angle steels. The frame also includes connecting flat steel bars disposed on both sides of the support frame, which are welded and fixed to several support frames; multiple connecting flat steel bars are provided along the height direction.

6. The recycled fair-faced brick masonry load-bearing structure as described in claim 5, characterized in that, Rust-proof paint is applied to the welding positions of the longitudinal flat steel, the short flat steel, the horizontal connecting angle steel, the vertical connecting angle steel, and the connecting flat steel.

7. A recycled water-reclaimed brick masonry load-bearing structure as described in claim 2, characterized in that, The long flat steel bar for pressing the wall is located on top of the short flat steel bar for pressing the wall, and the long flat steel bar for pressing the wall is located within the length range of the short flat steel bar for pressing the wall.

8. The recycled clear water brick masonry load-bearing structure as described in claim 2, characterized in that, The top of the precast wall panel on the frame is connected to the concrete roof slab by mortar; a vertical angle iron is set between the outer side of the precast wall panel and the concrete roof slab, and the two sides of the vertical angle iron are fixed to the concrete roof slab and the precast wall panel respectively; and both sides of the vertical angle iron are located in the mortar joint of the fair-faced brick wall.

9. A recycled water-reclaimed brick masonry load-bearing structure as described in claim 8, characterized in that, Several reinforcing plates are pre-embedded in the concrete top slab. The bottom end of the reinforcing plate protrudes from the concrete top slab, and the protruding end of the reinforcing plate is located in the mortar joint. The reinforcing plate is welded and fixed to the vertical angle iron, and anti-rust paint is applied to the welding position.

10. A recycled water-reclaimed brick masonry load-bearing structure as described in claim 8, characterized in that, The vertical angle iron is fixed to the precast wall panel and the concrete roof slab by expansion bolts.

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