Independent wall column reinforcing formwork convenient to disassemble and assemble

Abstract

The utility model relates to the technical field of building construction, and discloses an independent wall column reinforcing template convenient to disassemble and assemble, which comprises a template I, a plurality of stress blocks I are fixedly connected to the right side of the template I on the right side, and a plurality of sliding columns are fixedly connected to the inner walls of the stress blocks I; a plurality of second templates are slidably connected to the front side and the rear side of the outer wall of the sliding column, a plurality of sliding grooves are formed in the left side and the right side of each second template, a plurality of second stress blocks are fixedly connected to the front side of each second template, and a plurality of limiting sleeves are fixedly connected to the edges of the front side and the rear side of the outer wall of the sliding column. The limiting sleeves are fixed to the two ends of the sliding column to limit movement of the opposite pulling hooks, when the two-way threaded rod is tightened, the rotating sleeve drives the opposite pulling hooks to move inwards, the first formwork is tensioned, the extrusion block synchronously extrudes the second stress block, the formworks are attached to complete installation, the structure is simplified, the installation steps are simplified, connection tightness and disassembly and assembly convenience are ensured, and the construction efficiency is improved. Meanwhile, pouring quality is guaranteed, and requirements are met.

Description

Technical Field

[0001] This utility model relates to the field of building construction technology, and in particular to an independent wall column reinforcement template that is easy to assemble and disassemble. Background Technology

[0002] In the field of building construction, independent wall columns are key load-bearing structures of buildings, and their construction quality plays a decisive role in the stability and safety of the entire building. Ordinary wall column formwork reinforcement methods mostly use steel pipe couplers and tie bolts for fixing. In practice, this method has problems such as cumbersome installation, low construction efficiency, and large material waste. With the continuous improvement of construction efficiency and quality requirements in the construction industry, the development of an easy-to-assemble and disassemble independent wall column reinforcement formwork has become an urgent need. This new formwork aims to simplify the installation process, reduce the intensity of manual operation, improve the turnover efficiency of formwork, and at the same time ensure the dimensional accuracy and appearance quality of the wall column after casting, thereby meeting the development trend of modern building construction that is efficient, environmentally friendly, and of high quality.

[0003] A search revealed Chinese Patent Publication No. CN213742282U, which discloses a wall column formwork, comprising two opposing formwork components and a connector connecting the two formwork components. The formwork components are assembled from multiple formwork components. The wall column formwork also includes a first fastener fixed to the formwork component, a second fastener fixed to the first fastener and pressed at the joint between the multiple formwork components, and a support component including a support member and a tension member. The support member has two ends fixed to the formwork component and the ground, respectively. One end of the tension member is fixed to the formwork component, and the other end is fixed to the contact position between the support member and the ground. By crosswise arranging the first and second fasteners on the formwork component and pressing the second fastener at the joint of the formwork component, the stability of the formwork component is increased. The support member and tension member on the formwork component provide an outward supporting force and an inward tensioning force, further improving the stability of the formwork component. However, the above structure does not consider the numerous steps in the formwork installation process, resulting in insufficient convenience and poor reinforcement effect, which reduces the pouring quality of the wall column and makes it difficult to meet the usage requirements. Utility Model Content

[0004] To overcome the above shortcomings, this utility model provides an independent wall column reinforcement formwork that is easy to assemble and disassemble, aiming to improve the problems of the existing formwork assembly and disassembly process being cumbersome, the reinforcement effect between structures being poor, resulting in insufficient convenience and low pouring quality.

[0005] To achieve the above objectives, this utility model adopts the following technical solution: an independent wall column reinforcement template that is easy to assemble and disassemble, comprising a template one, with multiple force-bearing blocks one fixedly connected to the right side of the template one on the right side, multiple sliding columns fixedly connected to the inner wall of each force-bearing block one, multiple template two slidably connected to the front and rear sides of the outer wall of each sliding column, multiple sliding grooves provided on the left and right sides of each template two, multiple force-bearing blocks two fixedly connected to the front side of each template two, multiple limiting sleeves fixedly connected to the front and rear edges of the outer wall of each sliding column, multiple pull hooks provided at the top of the front and rear sides of the outer wall of each sliding column, a rotating sleeve fixedly connected to the right side of the pull hook on the left side, a bidirectional threaded rod threadedly connected to the inner wall of the rotating sleeve, a pressing block fixedly connected to the rear side of the pull hook on the front side, and a splicing mechanism provided on the outer wall of the sliding column, the splicing mechanism being used to splice the modular templates.

[0006] Through the above technical solution: Template 1 is stably connected to multiple load-bearing blocks 1, which are in turn fixedly connected to sliding columns, enabling the structure to be installed smoothly. Multiple templates 2 can be slidably connected to the sliding columns. These templates 2 are slidably connected to the sliding columns through multiple grooves. Load-bearing blocks 2 provide additional support and stability. Multiple limiting sleeves connected to the sliding columns limit the movement range of the hooks. The hooks are used to connect with other components. The hooks are fixedly connected to rotating sleeves, which are connected to bidirectional threaded rods through threads for precise adjustment and positioning. The extrusion blocks connected to the hooks are used to apply pressure during installation to ensure the structure is tight. This splicing mechanism is specifically designed to effectively splice the various modular templates, ensuring the integrity and functionality of the entire structure.

[0007] As a further description of the above technical solution:

[0008] The splicing mechanism includes a fixed hook, the bottom of which is located at the top of the sliding column. A threaded column is fixedly connected to the bottom end of the fixed hook. A movable hook is slidably connected to the bottom of the outer wall of the threaded column. An adjusting ring is threadedly connected to the bottom edge of the outer wall of the threaded column. A splicing groove is opened at the bottom of the template one. A splicing block is fixedly connected to the top of the template one.

[0009] Through the above technical solution: the fixed hook and the sliding column work together to ensure reasonable splicing of the structure. The bottom end of the fixed hook is fixedly connected by a threaded column, which not only enhances the firmness of the connection, but also provides additional adjustability. The moving hook can move freely within a certain range to adapt to different splicing requirements. In order to further improve the flexibility and adaptability of the splicing mechanism, an adjusting ring is connected to the bottom edge of the outer wall of the threaded column by a thread. The position of the moving hook can be finely adjusted through the adjusting ring to achieve the best splicing effect. The splicing groove provides the necessary space for the mechanism, making the splicing process smoother. The existence of the splicing block not only enhances the stability of the template, but also provides a reliable support point for splicing.

[0010] As a further description of the above technical solution:

[0011] A support platform is fixedly connected to the bottom end of the bottom template, and a base frame is fixedly connected to the top of the support platform.

[0012] Through the above technical solution, this support platform can stably support the base structure, ensuring the stability of the entire structure.

[0013] As a further description of the above technical solution:

[0014] The support platform is fixedly connected to the top center of the wall column body, and the inner wall of the wall column body is provided with multiple steel bars.

[0015] Through the above technical solution: the main body of the wall column is a cast-in-place building support component with good support effect. Multiple steel bars are set on the main body of the wall column, which not only provide the necessary strength, but also ensure the durability of the structure.

[0016] As a further description of the above technical solution:

[0017] Multiple auxiliary bars are fixedly connected to the upper and lower sides of the outer wall of the steel bar, and the multiple auxiliary bars are arranged at equal intervals.

[0018] Through the above technical solution: In order to further enhance the stability of the structure, multiple auxiliary bars are connected to the steel bars. These auxiliary bars are arranged at equal intervals to ensure the uniform stress and overall stability of the entire structure.

[0019] As a further description of the above technical solution:

[0020] The top left and right sides of the support platform are fixedly connected to multiple support plates, and the top of each support plate is fixedly connected to a diagonal brace.

[0021] Through the above technical solution: the support platform is supported by multiple fixedly connected support plates, which are used to fix and support the diagonal bracing column to ensure additional support force.

[0022] As a further description of the above technical solution:

[0023] The top of the first diagonal brace is fixedly connected to a first diagonal brace plate, and multiple second support plates are fixedly connected to the front and rear sides of the support platform.

[0024] Through the above technical solution: the first diagonal brace is connected to the first diagonal brace plate to transmit the supporting force. The support platform is also connected to multiple second support plates, which are used to fix and support the second diagonal brace.

[0025] As a further description of the above technical solution:

[0026] The top of the second support plate is fixedly connected to the second diagonal brace, and the top of the second diagonal brace is fixedly connected to the second diagonal brace.

[0027] Through the above technical solution, the second diagonal brace column is connected to the second diagonal brace plate, which provides additional support to the front side of the formwork, effectively enhancing the overall stability of the wall column and ensuring its stability and safety when bearing heavy loads.

[0028] This utility model has the following beneficial effects:

[0029] 1. In this utility model, by fixing a force-bearing block one on a template one and connecting it to a sliding column, a template two can slide along the sliding column and be connected. A limiting sleeve is fixed at both ends of the sliding column to restrict the movement of the pull hook. When the bidirectional threaded rod is tightened, the rotating sleeve drives the pull hook to move inward, tightening the template one. The extrusion block is fixed on the pull hook, simultaneously extruding the force-bearing block two, so that the template two and the template one fit tightly together, completing the template installation. This structure does not affect the internal pouring, simplifies the installation steps, ensures the tightness of the connection and the convenience of disassembly and assembly, and at the same time ensures the pouring quality and meets the disassembly and assembly requirements.

[0030] 2. In this utility model, by opening splicing grooves and using splicing blocks, the template can be spliced. After splicing, the fixed hook is hung on the sliding column, the bottom of the fixed hook is connected to the threaded column, and the moving hook slides on the bottom of the outer wall of the threaded column. Rotating the adjusting ring makes the moving hook rise, squeezing another sliding column and tightening the template. This structure makes the template modular, which is convenient for transportation and use, adapts to different pouring heights, improves the use effect, and meets the assembly requirements. Attached Figure Description

[0031] Figure 1 A perspective view of the front side of the support platform for an independent wall column reinforcement template that is easy to assemble and disassemble, as proposed in this utility model;

[0032] Figure 2 This is a partial structural disassembly diagram of a modular template for an independent wall column reinforcement template that is easy to assemble and disassemble, as proposed in this utility model.

[0033] Figure 3This utility model provides a partial structural diagram of a tie hook for an independent wall column reinforcement template that is easy to assemble and disassemble.

[0034] Figure 4 This utility model presents a partial structural diagram of a threaded column for an independent wall column reinforcement template that is easy to assemble and disassemble.

[0035] Figure 5 This is a partial structural diagram of the main body of a wall column, which is an easy-to-assemble and disassemble independent wall column reinforcement template proposed in this utility model.

[0036] Legend:

[0037] 1. Template 1; 2. Splicing Mechanism; 201. Fixed Hook; 202. Threaded Column; 203. Moving Hook; 204. Adjusting Ring; 205. Splicing Groove; 206. Splicing Block; 3. Load-bearing Block 1; 4. Sliding Column; 5. Template 2; 6. Sliding Groove; 7. Load-bearing Block 2; 8. Limiting Sleeve; 9. Pull Hook; 10. Rotating Sleeve; 11. Bidirectional Threaded Rod; 12. Extrusion Block; 13. Support Platform; 14. Base Frame; 15. Wall Column Main Body; 16. Reinforcing Steel; 17. Auxiliary Reinforcing Steel; 18. Support Plate 1; 19. Diagonal Bracing Column 1; 20. Diagonal Bracing Plate 1; 21. Support Plate 2; 22. Diagonal Bracing Column 2; 23. Diagonal Bracing Plate 2. Detailed Implementation

[0038] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0039] Please see the appendix Figure 1 Appendix Figure 2 and attached Figure 3 This utility model provides an embodiment of an independent wall column reinforcement template that is easy to assemble and disassemble, including a template 1. Multiple force-bearing blocks 3 are fixedly connected to the right side of the template 1. Multiple sliding columns 4 are fixedly connected to the inner wall of each force-bearing block 3. Multiple templates 5 are slidably connected to the front and rear sides of the outer wall of each sliding column 4. Multiple sliding grooves 6 are provided on the left and right sides of each template 5. Multiple force-bearing blocks 7 are fixedly connected to the front side of each template 5. Multiple limiting sleeves 8 are fixedly connected to the front and rear edges of the outer wall of each sliding column 4. Multiple pull hooks 9 are provided on the top of the front and rear sides of the outer wall of each sliding column 4. A rotating sleeve 10 is fixedly connected to the right side of the left pull hook 9. A two-way threaded rod 11 is threadedly connected to the inner wall of the rotating sleeve 10. A pressing block 12 is fixedly connected to the rear side of the front pull hook 9. A splicing mechanism 2 is provided on the outer wall of the sliding column 4. The splicing mechanism 2 is used to splice the modular templates.

[0040] Specifically, template 1 is stably connected to multiple load-bearing blocks 3, which are in turn fixedly connected to sliding columns 4, allowing the structure to be installed smoothly. Multiple templates 2 5 can be slidably connected to the sliding columns 4 through multiple grooves 6. Load-bearing blocks 2 7 provide additional support and stability. Multiple limiting sleeves 8 connected to the sliding columns 4 limit the range of movement of the hooks 9. The hooks 9 are used to connect with other components. The hooks 9 are fixedly connected to rotating sleeves 10, which are threaded to bidirectional threaded rods 11 for precise adjustment and positioning. The pressing blocks 12 connected to the hooks 9 are used to apply pressure during installation to ensure a tight structure. This splicing mechanism 2 is specifically designed to effectively splice the various modular templates, ensuring the integrity and functionality of the entire structure.

[0041] Please see the appendix Figure 2 Appendix Figure 3 and attached Figure 4 The splicing mechanism 2 includes a fixed hook 201, the bottom of which is located on the top of the sliding column 4. A threaded column 202 is fixedly connected to the bottom end of the fixed hook 201. A movable hook 203 is slidably connected to the bottom of the outer wall of the threaded column 202. An adjusting ring 204 is threadedly connected to the bottom edge of the outer wall of the threaded column 202. A splicing groove 205 is opened at the bottom of the template 1. A splicing block 206 is fixedly connected to the top of the template 1.

[0042] Specifically, the fixed hook 201 cooperates with the sliding column 4 to ensure reasonable splicing of the structure. The bottom end of the fixed hook 201 is fixedly connected through the threaded column 202, which not only enhances the firmness of the connection but also provides additional adjustability. The movable hook 203 can move freely within a certain range to adapt to different splicing requirements. In order to further improve the flexibility and adaptability of the splicing mechanism 2, the bottom edge of the outer wall of the threaded column 202 is connected to the adjusting ring 204 through the thread. The position of the movable hook 203 can be finely adjusted through the adjusting ring 204 to achieve the best splicing effect. The splicing groove 205 provides the necessary space for the mechanism, making the splicing process smoother. The presence of the splicing block 206 not only enhances the stability of the template but also provides a reliable support point for splicing.

[0043] Please see the appendix Figure 1 and attached Figure 5 The bottom of the bottom template 1 is fixedly connected to a support platform 13, the top of the support platform 13 is fixedly connected to a base frame 14, the top center of the support platform 13 is fixedly connected to a wall column body 15, the inner wall of the wall column body 15 is provided with multiple steel bars 16, and the upper and lower sides of the outer wall of the steel bars 16 are fixedly connected with multiple auxiliary bars 17, and the multiple auxiliary bars 17 are arranged at equal intervals.

[0044] Specifically, the support platform 13 can stably support the base frame 14 structure, ensuring the stability of the entire structure. The wall column body 15 is a cast-in-place building support component with good support effect. Multiple steel bars 16 are set on the wall column body 15. These steel bars 16 not only provide the necessary strength, but also ensure the durability of the structure. In order to further enhance the stability of the structure, multiple auxiliary bars 17 are connected to the steel bars 16. These auxiliary bars 17 are arranged at equal intervals to ensure the uniform stress and overall stability of the entire structure.

[0045] Please see the appendix Figure 1 and attached Figure 5 Multiple support plates 18 are fixedly connected to the top left and right sides of the support platform 13. A diagonal brace 19 is fixedly connected to the top of the support plate 18. A diagonal brace 20 is fixedly connected to the top of the diagonal brace 19. Multiple support plates 21 are fixedly connected to the front and rear sides of the support platform 13. A diagonal brace 22 is fixedly connected to the top of the support plate 21. A diagonal brace 23 is fixedly connected to the top of the diagonal brace 22.

[0046] Specifically, the support platform 13 is fixedly connected to multiple support plates 18. These support plates 18 are used to fix and support the diagonal bracing column 19, ensuring additional support force. The diagonal bracing column 19 is connected to the diagonal bracing plate 20, which transmits the support force. Multiple support plates 21 are also connected to the support platform 13. The function of these support plates 21 is to fix and support the diagonal bracing column 22. The diagonal bracing column 22 is connected to the diagonal bracing plate 23, which provides additional front support force to the formwork. This can effectively enhance the overall stability of the wall column and ensure its stability and safety when bearing heavy objects.

[0047] Working principle: By fixing the force-bearing block 3 on the template 1 and connecting the sliding column 4 to the force-bearing block 3, the template 2 5 can slide and connect to the outer wall of the sliding column 4 through the opened sliding groove 6. Since the two ends of the outer wall of the sliding column 4 are also threaded with the limiting sleeve 8, the pull hook 9 can be limited by the limiting sleeve 8. Therefore, when the double threaded rod 11 is tightened, the rotating sleeve 10 threaded on the double threaded rod 11 will drive the pull hook 9 to move inward, thereby tightening the template 1. The pressing block 12 is fixedly connected to the pull hook 9, so that the pressing block 12 can simultaneously press the force-bearing block 7 inward, so that the template 2 5 and the template 1 1 are tightly attached to achieve the installation of the template. This structure will not affect the internal pouring, and the installation steps are simple, the connection is tight, the ease of disassembly and assembly is improved, the quality of pouring is guaranteed, and the disassembly and assembly requirements are met.

[0048] By opening the splicing groove 205, the template can be spliced ​​by connecting the splicing block 206 to the splicing groove 205. After splicing, the fixed hook 201 is hung on the sliding column 4. Since the bottom of the fixed hook 201 is fixedly connected to the threaded column 202, and the movable hook 203 is slidably connected to the bottom of the outer wall of the threaded column 202, it is only necessary to rotate the adjusting ring 204 to make the adjusting ring 204 rise along the thread of the threaded column 202, thereby pushing the movable hook 203 to press the sliding column 4 on the splicing template upward, thereby tightening the two templates and realizing the assembly. This structure modularizes the template, which provides convenience for transportation and use, and can also adapt to pouring at different heights, improving the use effect and meeting the assembly requirements.

[0049] Finally, it should be noted that the above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. Although the present utility model has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent substitutions for some of the technical features. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.

Claims

1. A detachable independent wall column reinforcing formwork, comprising a formwork one (1), characterized in that: Multiple force-bearing blocks (3) are fixedly connected to the right side of the template 1 (1) on the right side. Multiple sliding columns (4) are fixedly connected to the inner wall of the force-bearing blocks (3). Multiple templates (5) are slidably connected to the front and back sides of the outer wall of the sliding columns (4). Multiple sliding grooves (6) are opened on the left and right sides of the templates (5). Multiple force-bearing blocks (7) are fixedly connected to the front side of the templates (5). Multiple limiting sleeves (8) are fixedly connected to the front and back edges of the outer wall of the sliding columns (4). Multiple pull hooks (9) are provided on the top of the front and back sides of the outer wall of the sliding columns (4). A rotating sleeve (10) is fixedly connected to the right side of the pull hook (9) on the left side. A two-way threaded rod (11) is threadedly connected to the inner wall of the rotating sleeve (10). A pressing block (12) is fixedly connected to the rear side of the pull hook (9) on the front side. A splicing mechanism (2) is provided on the outer wall of the sliding columns (4). The splicing mechanism (2) is used to splice the modular templates.

2. The independent wall column reinforcing formwork of easy disassembly according to claim 1, characterized in that: The splicing mechanism (2) includes a fixed hook (201), the bottom of which is located on the top of the sliding column (4). The bottom end of the fixed hook (201) is fixedly connected to a threaded column (202). The bottom of the outer wall of the threaded column (202) is slidably connected to a movable hook (203). An adjusting ring (204) is threadedly connected to the bottom edge of the outer wall of the threaded column (202). The bottom of the template (1) is provided with a splicing groove (205). The top of the template (1) is fixedly connected to a splicing block (206).

3. The easily assembled and disassembled independent wall column reinforcing formwork according to claim 1, characterized in that: A support platform (13) is fixedly connected to the bottom end of the bottom template (1), and a base frame (14) is fixedly connected to the top of the support platform (13).

4. The easily assembled and disassembled independent wall column reinforcing formwork according to claim 3, characterized in that: The top center of the support platform (13) is fixedly connected to the wall column body (15), and the inner wall of the wall column body (15) is provided with multiple steel bars (16).

5. The demountable wall column formwork of claim 4, wherein: Multiple auxiliary bars (17) are fixedly connected to the upper and lower sides of the outer wall of the steel bar (16), and the multiple auxiliary bars (17) are arranged at equal intervals.

6. The easily assembled and disassembled independent wall column reinforcing formwork according to claim 3, characterized in that: The top left and right sides of the support platform (13) are fixedly connected with multiple support plates (18), and the top of the support plates (18) is fixedly connected with diagonal bracing columns (19).

7. The easily assembled and disassembled independent wall column reinforcing formwork according to claim 6, characterized in that: The top of the first diagonal brace (19) is fixedly connected to the first diagonal brace plate (20), and multiple second support plates (21) are fixedly connected to the front and rear sides of the support platform (13).

8. The easily detachable independent wall column reinforcement formwork according to claim 7, characterized in that: The top of the support plate 2 (21) is fixedly connected to the diagonal bracing column 2 (22), and the top of the diagonal bracing column 2 (22) is fixedly connected to the diagonal bracing plate 2 (23).

Images