Novel cylinder shaping reinforcing device
By designing a new cylindrical shaping reinforcement device including external reinforcement formwork, internal reinforcement formwork and adjustment device, multiple problems of the exterior wall fixed reinforcement method in the prior art are solved, and more efficient construction, better molding effect and lower cost are achieved.
Patent Information
- Application Number
- CN202421571953.9
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-07-04
- Publication Date
- 2025-06-06
- Estimated Expiration
- 2034-07-04
AI Technical Summary
In the prior art, the method of exterior wall shaped reinforcement with cylinders has problems such as poor concrete forming effect, the casting process divided into two parts, resulting in increased costs, conflicts between construction support and building main structure, and low reusability and cost efficiency.
A new type of cylindrical shaped reinforcement device is designed, including an external reinforcement formwork, an internal reinforcement formwork and an adjustment device. A cavity that can accommodate wall columns is provided between the external reinforcement formwork and the internal reinforcement formwork. Reinforcement members are arranged at intervals between the formwork surfaces, and overall strength and flexibility are improved through welding reinforcement and adjustment devices.
By fixing the wall columns inside the device, avoiding conflicts in support forms, speeding up construction progress, reducing time and labor costs, improving concrete molding effect and reinforcement performance, and enhancing the flexibility and reusability of the device.
Smart Images
Figure CN222949475U_ABST
Abstract
Description
Technical Field
[0001] The utility model belongs to the field of building construction, and in particular relates to a novel cylindrical shaping reinforcement device. Background Art
[0002] In the field of building construction, the conventional methods for strengthening the external walls with columns often have the following problems:
[0003] 1. The problem of poor concrete forming effect, which will cause the shape and strength of the exterior wall to not meet the design requirements; 2. There are also some defects in the casting process of the exterior wall with columns. The casting process of this standardized reinforcement scheme is often to cast the exterior walls parallel to both ends first, and then cast the column part with arc ends after the casting of the exterior walls parallel to both ends. This casting process is divided into two parts, which greatly increases the time and labor costs; 3. There is also the problem of conflict in construction support. The traditional column reinforcement method often requires an independent support system, which may conflict with the support system of the main structure of the building, such as beams and slabs, thereby affecting the smooth progress of construction. 4. There are defects in reusability and cost efficiency. In the past, reinforcement templates were usually made for specific sizes and shapes. When faced with changes in size or shape, new templates need to be made again, which not only increases costs but also prolongs construction period. Utility Model Content
[0004] The purpose of the utility model is to provide a novel cylindrical shaping reinforcement device to solve the problems existing in the above-mentioned prior art.
[0005] Based on this, the utility model provides a new cylindrical shaping reinforcement device, including an external reinforcement template and an internal reinforcement template, a cavity for accommodating wall columns is provided between the external reinforcement template and the internal reinforcement template, a plurality of first reinforcement components are arranged at intervals on the outer surfaces of the external reinforcement template and the inner reinforcement template, a plurality of second reinforcement components are cross-arranged on the outer surfaces of the first reinforcement components and the second reinforcement components are arranged at intervals, and an adjustment device for adjusting the thickness of the wall columns is provided on the external reinforcement template.
[0006] As described above, a new cylindrical shaping reinforcement device, the shape of the external reinforcement template includes a straight section template to adapt to the thickness of the wall column and an arc section template that fits the outer contour of the wall column, and the second reinforcement member and the first reinforcement member are welded and reinforced at the intersection between the straight section template and the arc section template.
[0007] As described above, a new cylindrical shaping reinforcement device, the adjustment device includes a supporting member, an angular connecting mechanism, and an adjustable connecting mechanism. The supporting member connects the first reinforcement member and the straight section template. The angular connecting mechanism is arranged between the supporting member and the first reinforcement member. The adjustable connecting mechanism is used to connect the first reinforcement member, the angular connecting mechanism, and the supporting member into a whole, so as to adjust the thickness of the wall column.
[0008] As described above, in the novel cylindrical shaping reinforcement device, the adjustment range a of the adjustment device is 50-150 mm.
[0009] In the novel cylindrical shaping reinforcement device as described above, the second reinforcement member is provided with tension bolts, and the tension bolts are used to transversely connect the outer reinforcement template and the inner reinforcement template.
[0010] In the novel cylindrical shaping reinforcement device as described above, the second reinforcement member is provided with an oblique bracing rod mechanism, and the other end of the oblique bracing rod mechanism is erected on the corresponding floor slabs of each layer.
[0011] In the novel cylindrical shaping reinforcement device as described above, the interval A of the first reinforcement components is 170-180 mm.
[0012] In the novel cylindrical shaping reinforcement device as described above, the interval B of the second reinforcement member is 440-470 mm.
[0013] In the novel cylindrical shaping reinforcement device as described above, the thickness range C of the outer reinforcement template and the inner reinforcement template is 10-20 mm.
[0014] In the novel cylindrical shaping reinforcement device as described above, the first reinforcement member is a square tube structure of 50mm*50mm*2.5mm, and the second reinforcement member is a square tube structure of 50mm*50mm*2.5mm.
[0015] Implementing the embodiments of the utility model has the following beneficial effects:
[0016] 1. The outer reinforcement formwork and the inner reinforcement formwork and the cavity that can accommodate wall columns in the utility model can make the wall columns be fixed inside the utility model. Compared with the traditional column reinforcement method, it avoids the conflict between other support forms and the support form of the beam and slab, speeds up the construction progress, saves the pouring process, and reduces the time cost and labor cost; through the cross-arranged first and second reinforcement members, the standardized reinforcement performance of the exterior wall of the utility model can be further reinforced and enhanced. This cross-arranged design can form a continuous and integrated reinforcement grid, which improves the overall strength of the utility model and makes the concrete molding effect better; the design of the adjustment device enables the utility model to adapt to the needs of different wall column thicknesses, enhances the flexibility and versatility of the utility model, and this flexibility can enable the utility model to form a tighter integrated structure with columns of different sizes and shapes, thereby improving construction efficiency and reducing material and labor costs.
[0017] 2. The external reinforcement formwork is divided into a straight section formwork and an arc section formwork. This design can better adapt to the thickness and outer contour of the wall column, thereby enhancing the fit and stability of the reinforcement structure and improving the reinforcement effect. The second reinforcement member and the first reinforcement member are welded and reinforced at the intersection of the straight section formwork and the arc section formwork, which can enhance the connection strength and stability, avoid loosening and displacement between the second reinforcement member and the first reinforcement member, and thus improve the overall reinforcement effect and safety.
[0018] 3. The tension bolts are used to transversely connect the outer reinforcement formwork and the inner reinforcement formwork, which enhances the stability and overall strength of the reinforced structure; the setting of the diagonal brace mechanism further enhances the stability of the reinforced structure, especially in high-rise buildings, which helps to resist the lateral force.
[0019] 4. The supporting member connects the first reinforcing member and the straight section template to form a stable basic supporting structure, which helps to maintain the stability of the utility model; the angular connecting mechanism is located between the supporting member and the first reinforcing member. Through its design and position, it can enhance the bearing capacity and stability of the structure, so that the device is not easily deformed or displaced by external forces during use. The design of the adjustable connecting mechanism enables the device to adjust the thickness of the wall column to adapt to columns of different sizes and shapes. This flexibility can be adjusted according to actual needs at the construction site, reducing customization costs, improving construction efficiency, and increasing the reusability of the utility model, avoiding re-customization and saving costs. BRIEF DESCRIPTION OF THE DRAWINGS
[0020] In order to more clearly illustrate the technical solutions in the embodiments of the present application, the drawings required for use in the description of the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present application. For ordinary technicians in this field, other drawings can be obtained based on these drawings without creative work.
[0021] Figure 1 It is a top cross-sectional view of the utility model;
[0022] Figure 2 for Figure 1 G-G' section diagram in;
[0023] Figure 3 for Figure 2 The enlarged view of S in FIG.
[0024] Figure 4 It is a schematic diagram of the support surface of the utility model. DETAILED DESCRIPTION
[0025] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.
[0026] The utility model discloses a novel cylindrical shaping reinforcement device, comprising an outer reinforcement template 1 and an inner reinforcement template 3, wherein a cavity 4a capable of accommodating a wall column 4 is arranged between the outer reinforcement template 1 and the inner reinforcement template 3, a plurality of first reinforcement components 5 are arranged at intervals on the outer surfaces of the outer reinforcement template 1 and the inner reinforcement template 3, a plurality of second reinforcement components 6 are cross-arranged on the outer surfaces of the first reinforcement components 5 and the second reinforcement components 6 are arranged at intervals, and an adjustment device 2 for adjusting the thickness of the wall column 4 is arranged on the outer reinforcement template 1. Specifically, in this embodiment, the outer reinforcement formwork 1 and the inner reinforcement formwork 3 are thick exterior wall formworks used in the field of construction, and are usually made of durable materials, such as steel or heavy plastic, to ensure that they can withstand the pressure and weight generated during concrete pouring, while also having sufficient stability and durability for repeated use. Preferably, the outer reinforcement formwork 1 and the inner reinforcement formwork 3 can also be designed with a quick installation and disassembly mechanism, such as a quick connection bolt or a lock, for quick construction and removal. In this embodiment, the thickness of the outer reinforcement formwork 1 and the inner reinforcement formwork 3 is preferably 15 mm, such as Figure 1 As shown, the wall column 4 is cast in the cavity 4a, and the casting material is preferably reinforced concrete. In this embodiment, the wall column 4 is an outer wall with a cylindrical body; Figure 4As shown, a plurality of first reinforcing members 5 are arranged at intervals on the outer surfaces of the outer reinforcing template 1 and the inner reinforcing template 3, and the interval here is A, and A is preferably 175mm, that is, the interval A between adjacent first reinforcing members 5 is 175mm; a plurality of second reinforcing members 6 are arranged crosswise on the outer surfaces of the first reinforcing members 5 and the second reinforcing members 6 are arranged at intervals, and the interval here is B, and the interval B between adjacent second reinforcing members 6 is 450mm; in this embodiment, the first reinforcing member 5 and the second reinforcing member 6 are preferably a square through structure of 50mm×50mm×2.5mm, and the first reinforcing member 5 and the second reinforcing member 6 are combined into a double-through structure. Figure 3 As shown, the adjusting device 2 is arranged between the first reinforcing member 5 and the straight section formwork 10, and different wall thicknesses can be adapted by arranging the adjusting device 2.
[0027] The external reinforcement formwork and the internal reinforcement formwork and the cavity that can accommodate wall columns in the utility model can make the wall columns be fixed inside the utility model. Compared with the traditional column reinforcement method, it avoids the conflict between other support forms and the support form of beams and slabs, speeds up the construction progress, saves the pouring process, and reduces the time cost and labor cost; through the cross-arranged first and second reinforcement components, the standardized reinforcement performance of the exterior wall of the utility model can be further reinforced and enhanced. This cross-arranged design can form a continuous and integrated reinforcement grid, which improves the overall strength of the utility model and makes the concrete molding effect better; the design of the adjustment device enables the utility model to adapt to the needs of different wall column thicknesses, enhances the flexibility and versatility of the utility model, and this flexibility can enable the utility model to form a tighter integrated structure with columns of different sizes and shapes, thereby improving construction efficiency and reducing material and labor costs.
[0028] Furthermore, the shape of the external reinforcement template 1 includes a straight section template 10 adapted to the thickness of the wall column 4 and an arc section template 11 conforming to the outer contour of the wall column 4, and the second reinforcement member 6 and the first reinforcement member 5 are welded and reinforced at the intersection between the straight section template 10 and the arc section template 11. Specifically, Figure 1 and Figure 2As shown, in this embodiment, the length d of the straight section template 10 is preferably 1000mm, and the vertical distance e from the farthest tangent point of the arc section template 11 to the straight section template 10 is preferably 600mm; in this embodiment, the thickness range f of the wall column 4 is within 800-1000mm, and the preferred thickness range f is 900mm; in this embodiment, the wall column 4 is an exterior wall with a cylinder, and the arc section template 11 can fit and reinforce the part with the outer contour of the cylinder; the second reinforcement member 6 and the first reinforcement member 5 are welded and reinforced at the intersection between the straight section template 10 and the arc section template 11, preferably using thin steel plate welding reinforcement to ensure strength and stability, avoid loosening and displacement between the second reinforcement member and the first reinforcement member, thereby improving the overall reinforcement effect and safety.
[0029] Further, the adjustment device 2 includes a support member 21, an angle connection mechanism 22, and an adjustable connection mechanism 23. The support member 21 connects the first reinforcement member 5 and the straight section template 10. The angle connection mechanism 22 is arranged between the support member 21 and the first reinforcement member 5. The adjustable connection mechanism 23 is used to connect the first reinforcement member 5, the angle connection mechanism 22, and the support member 21 into a whole, so as to adjust the thickness of the wall column 4. Specifically, Figure 2 and Figure 3As shown, the distance a of the outer wall of the B2 floor slab inwardly shrinking compared to the B3 floor slab is preferably 100 mm in this embodiment, the supporting member 21 is preferably a 50 mm × 100 mm square wood, which is inserted between the straight section template 10 and the first reinforcement member 5, and the angle connection mechanism 22 is preferably an L-shaped steel plate with a thickness of 3 mm. The L-shaped steel plate in this embodiment is used as a connection and reinforcement component to enhance the stability of the overall structure; the adjustable connection mechanism 23 is preferably a self-tapping screw, an adjustable bolt and a sleeve, and the adjustable connection mechanism 23 is used to connect the first reinforcement member 5, the The angle connection mechanism 22 and the support member 21 are connected to form a whole, which adjusts and fixes the relative position of the first reinforcement member 5 and the straight section template 10 to ensure installation accuracy and structural stability; the support member connects the first reinforcement member and the straight section template to form a stable basic support structure, which helps to maintain the stability of the utility model; the angle connection mechanism is located between the support member and the first reinforcement member. Through its design and position, it can enhance the bearing capacity and stability of the structure, so that the device is not easily deformed or displaced by external forces during use. The design of the adjustable connection mechanism enables the device to adjust the thickness of the wall column to adapt to columns of different sizes and shapes. This flexibility can be adjusted according to actual needs at the construction site, reducing customization costs, improving construction efficiency, and increasing the reusability of the utility model, avoiding re-customization, and saving costs.
[0030] Furthermore, the adjustment range a of the adjustment device 2 is 50-150 mm. Figure 3 As shown, the adjustment range a preferably corresponds to the size of the support member 21. In this embodiment, the support member 21 is preferably a 50mm*100mm square wood, that is, the adjustment range a is preferably 100mm.
[0031] Furthermore, the second reinforcement member 6 is provided with tension bolts 60, and the tension bolts 60 are used to transversely connect the outer reinforcement template 1 and the inner reinforcement template 3. Specifically, Figure 2 and Figure 3 As shown, each second reinforcement member 6 is provided with a tension bolt 60, which is used to fix the exterior wall formwork at both ends. The formwork on both sides is connected by the tension bolts to ensure that the formwork will not be displaced when pouring concrete.
[0032] Furthermore, the second reinforcement member 6 is provided with an oblique bracing rod mechanism 61, and the other end of the oblique bracing rod mechanism 61 is mounted on the corresponding floor slabs of each floor. Figure 2 As shown, through the combination of the tension bolts 60 and the diagonal bracing rod mechanism 61, the wall body after pouring has a smooth molding effect and high surface quality.
[0033] Furthermore, the interval A of the first reinforcing member 5 is 170-180 mm. Figure 4 As shown, the interval A between adjacent first reinforcing members 5 is preferably 175 mm.
[0034] Furthermore, the interval B of the second reinforcing member 6 is 440-470 mm. Figure 4 As shown, the interval B between adjacent first reinforcing members 6 is preferably 450 mm.
[0035] Furthermore, the thickness range C of the outer reinforcement formwork 1 and the inner reinforcement formwork 3 is 10-20 mm. Specifically, the thickness range C is preferably 15 mm, which is thicker than the general light or standard wall formwork. The thickness of this type of formwork is designed to be 15 mm to ensure that it can withstand the pressure and weight generated during concrete pouring, while also having sufficient stability and durability for repeated use.
[0036] Furthermore, the first reinforcing member 5 is a 50mm*50mm*2.5mm square tube structure, and the second reinforcing member 6 is a 50mm*50mm*2.5mm square tube structure. Specifically, the first reinforcing member 5 and the second reinforcing member 6 are made of standardized materials, which has higher construction efficiency and reduces material and labor costs.
[0037] The external reinforcement formwork and the internal reinforcement formwork and the cavity that can accommodate wall columns in the utility model can fix the wall columns inside the utility model. Compared with the traditional column reinforcement method, it avoids the conflict between other support forms and the support form of the beam and slab, speeds up the construction progress, saves the pouring process, and reduces the time cost and labor cost; through the cross-arranged first and second reinforcement components, the standardized reinforcement performance of the exterior wall of the utility model can be further reinforced and enhanced. This cross-arranged design can form a continuous and integrated reinforcement grid, which improves the overall strength of the utility model and makes the concrete molding effect better; the design of the adjustment device enables the utility model to adapt to the needs of different wall column thicknesses, enhances the flexibility and versatility of the utility model, and this flexibility can enable the utility model to form a tighter integrated structure with columns of different sizes and shapes, thereby improving construction efficiency and reducing material and labor costs.
[0038] It should be understood that the terms "first", "second", etc. are used in the present invention to describe various information, but such information should not be limited to these terms, and these terms are only used to distinguish the same type of information from each other. For example, without departing from the scope of the present invention, the "first" information may also be referred to as the "second" information, and similarly, the "second" information may also be referred to as the "first" information. In addition, the terms "center", "up", "down", "left", "right", "vertical", "horizontal", "inside", "outside", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the present invention.
[0039] The above is a preferred embodiment of the present invention. It should be pointed out that a person skilled in the art can make several improvements and modifications without departing from the principle of the present invention. These improvements and modifications are also considered to be within the protection scope of the present invention.
Claims
1. A new cylindrical shaping reinforcement device, characterized in that: The invention comprises an outer reinforcement template (1) and an inner reinforcement template (3), wherein a cavity (4a) capable of accommodating a wall column (4) is provided between the outer reinforcement template (1) and the inner reinforcement template (3), a plurality of first reinforcement components (5) are arranged at intervals on the outer surfaces of the outer reinforcement template (1) and the inner reinforcement template (3), a plurality of second reinforcement components (6) are arranged crosswise on the outer surfaces of the first reinforcement components (5) and the second reinforcement components (6) are arranged at intervals, and an adjustment device (2) for adjusting the thickness of the wall column (4) is provided on the outer reinforcement template (1).
2. A novel cylindrical shaping reinforcement device according to claim 1, characterized in that: The shape of the external reinforcement template (1) comprises a straight section template (10) adapted to the thickness of the wall column (4) and an arc section template (11) conforming to the outer contour of the wall column (4), and the second reinforcement member (6) and the first reinforcement member (5) are welded and reinforced at the intersection between the straight section template (10) and the arc section template (11).
3. A novel cylindrical shaping reinforcement device according to claim 2, characterized in that: The adjustment device (2) comprises a supporting member (21), an angular connection mechanism (22), and an adjustable connection mechanism (23); the supporting member (21) connects the first reinforcing member (5) and the straight section template (10); the angular connection mechanism (22) is arranged between the supporting member (21) and the first reinforcing member (5); and the adjustable connection mechanism (23) is used to connect the first reinforcing member (5), the angular connection mechanism (22), and the supporting member (21) into a whole, so as to adjust the thickness of the wall column (4).
4. A novel cylindrical shaping reinforcement device according to claim 3, characterized in that: The adjustment range a of the adjustment device (2) is 50-150 mm.
5. A novel cylindrical shaping reinforcement device according to claim 4, characterized in that: Said The second reinforcement member (6) is provided with tension bolts (60), and the tension bolts (60) are used to transversely connect the outer reinforcement formwork (1) and the inner reinforcement formwork (3).
6. A novel cylindrical shaping reinforcement device according to claim 1, characterized in that: The second reinforcement member (6) is provided with an oblique bracing rod mechanism (61), and the other end of the oblique bracing rod mechanism (61) is mounted on the corresponding floor slabs of each floor.
7. A novel cylindrical shaping reinforcement device according to claim 1, characterized in that: The interval A of the first reinforcing members (5) is 170-180 mm.
8. A novel cylindrical shaping reinforcement device according to claim 7, characterized in that: The interval B of the second reinforcing members (6) is 440-470 mm.
9. A novel cylindrical shaping reinforcement device according to claim 8, characterized in that: The thickness range C of the outer reinforcement template (1) and the inner reinforcement template (3) is 10-20 mm.
10. A novel cylindrical shaping reinforcement device according to claim 9, characterized in that: The first reinforcing member (5) is a square structure of 50 mm*50 mm*2.5 mm, and the second reinforcing member (6) is a square structure of 50 mm*50 mm*2.5 mm.