An assembled formwork column without disassembly

Abstract

The utility model relates to the technical field of formwork columns, and in particular to an assembled type disassembly-free formwork column, comprising a columnar formwork mechanism, wherein a steel bar assembly mechanism is arranged inside the columnar formwork mechanism, wherein the steel bar assembly mechanism comprises vertical steel bars fixedly installed inside the columnar formwork mechanism, and a plurality of steel bar meshes are arranged at equal intervals outside the vertical steel bars, and the steel bar meshes are covered with anti-slip hooks, and the columnar formwork mechanism comprises a formwork body, and a formwork steel mesh sheet and a perforated protective outer corner are arranged inside the formwork body to improve the structural strength. The utility model can quickly fix the steel bar cage inside the formwork plate by arranging a columnar formwork mechanism and utilizing the mutual cooperation between the formwork steel mesh sheet and the tie hook. When in use, the formwork column only needs to be directly transported to the construction site to complete the pouring operation in a short time, which can effectively improve the construction efficiency. Moreover, after the pouring is completed, there is no need to disassemble the formwork, which can effectively prevent the concrete surface from being damaged.

Description

Technical Field

[0001] The utility model relates to the technical field of formwork columns, in particular to an assembled, non-disassembly-required formwork column. Background Art

[0002] In the process of pouring concrete columns in the prior art, a plurality of wooden formworks or steel formworks are usually first used to enclose a cavity for pouring concrete, and then the concrete is poured on site. The formworks are removed after the concrete column solidifies and reaches the demolding strength. Obviously, this is not only a cumbersome and complicated process, which wastes a lot of manpower and material resources, but also the surface of the concrete column is easily damaged during the process of removing the formworks. In addition, after the formworks are used many times, the joints between the formworks will become more and more obvious, resulting in a rough surface of the concrete column and a decrease in flatness. Utility Model Content

[0003] In view of the shortcomings of the prior art, the utility model provides an assembled formwork column that does not require disassembly, which solves the technical problem that the prior art requires manual disassembly of the formwork after the pouring of the concrete column is completed, which is not only time-consuming and labor-intensive, but also easily causes damage to the concrete column. The utility model has the advantage that the formwork does not need to be disassembled after the pouring is completed, and the concrete column will not be damaged.

[0004] In order to solve the above technical problems, the utility model provides the following technical solutions: an assembled non-disassembly formwork column, including a columnar formwork mechanism, a steel bar assembly mechanism is arranged inside the columnar formwork mechanism, when the formwork column is manufactured, the staff will use the steel bar assembly mechanism to build a steel bar cage inside the columnar formwork mechanism, the steel bar assembly mechanism includes vertical steel bars fixedly installed inside the columnar formwork mechanism, and a plurality of steel bar meshes are evenly spaced outside the vertical steel bars, and anti-slip hooks are arranged on the steel bar meshes, and the plurality of steel bar meshes are evenly spaced in the vertical direction, thereby forming a steel bar cage inside the formwork body.

[0005] Preferably, the columnar formwork mechanism includes a formwork body, the interior of the formwork body is provided with a formwork steel mesh and a perforated protective corner for improving the structural strength, and the inner wall of the formwork body is provided with a tie hook for fixing the steel mesh. After the vertical steel bars are fixed, the staff will place multiple steel meshes in the interior of the formwork body in turn, and then the tie hook will support the steel mesh.

[0006] Preferably, the vertical steel bars are fixedly installed with limiting stirrups and reinforcing stirrups on the outside, and the mold shell body is fixedly installed with tie brackets for supporting the limiting stirrups. A fastening assembly is arranged between the limiting stirrups and the reinforcing stirrups. By arranging the reinforcing stirrups and the limiting stirrups, the firmness of the steel cage can be effectively improved.

[0007] Preferably, the formwork body is cast by concrete, and the formwork steel mesh is a galvanized mesh, which can effectively improve the structural strength of the formwork body and avoid vibration cracking of the formwork during the later concrete pouring process.

[0008] Preferably, the steel mesh is composed of steel bars and binding stirrups, and both ends of the steel bars are bent upward by 90 degrees to form hooks.

[0009] Preferably, the formwork steel mesh is arranged inside the side wall of the formwork body, and the tie hook is fixedly connected to the formwork steel mesh, which can effectively prevent the tie hook from falling off and improve the overall quality of the non-disassembly formwork column.

[0010] By means of the above technical solution, the utility model provides an assembled non-disassembly formwork column, which has at least the following beneficial effects:

[0011] 1. The utility model sets a columnar formwork mechanism and utilizes the mutual cooperation between the formwork steel mesh and the tie hook to quickly fix the steel cage inside the formwork plate. When in use, it only needs to directly transport the formwork column to the construction site to complete the pouring operation in a short time, which can effectively improve the construction efficiency. Moreover, there is no need to disassemble the formwork after pouring, which can effectively avoid damage to the concrete surface.

[0012] 2. The utility model replaces the traditional wooden formwork structure by setting up a columnar formwork mechanism and a steel bar assembly mechanism, and pouring concrete on the outer side of the formwork plate. This can avoid damage to the concrete during the formwork disassembly process and improve the flatness of the column surface, and can effectively improve the structural strength of the formwork column without reinforcement. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] The drawings described herein are used to provide a further understanding of the present application and constitute a part of the present application. The illustrative embodiments of the present application and their descriptions are used to explain the present application and do not constitute an improper limitation on the present application. In the drawings:

[0014] Figure 1 It is a three-dimensional diagram of the overall structure of the utility model;

[0015] Figure 2 It is a structural schematic diagram of the columnar formwork mechanism of the utility model;

[0016] Figure 3 This is a schematic diagram of the structure of Embodiment 1 of the present utility model;

[0017] Figure 4 This is a schematic diagram of the structure of the second embodiment of the present utility model;

[0018] Figure 5 It is a structural schematic diagram of the tie hook in the utility model.

[0019] In the figure: 1. Columnar formwork mechanism; 101. Formwork body; 102. Formwork steel mesh; 103. Perforated protective corner; 104. Tie hook; 2. Steel bar assembly mechanism; 201. Vertical steel bar; 202. Steel bar mesh; 203. Anti-slip hook; 204. Tie bracket; 205. Limiting stirrups; 206. Reinforcement stirrups; 207. Fastening components. DETAILED DESCRIPTION

[0020] 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 in 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.

[0021] Embodiment 1

[0022] In the process of pouring concrete columns in the prior art, the external formwork needs to be manually removed after the concrete solidifies. The process is cumbersome and complicated, which not only wastes a lot of manpower and material resources, but also easily damages the concrete column during the process of removing the formwork. In order to solve this technical defect in the prior art, Figure 1-Figure 3 as well as Figure 5As shown, the present embodiment proposes an assembled non-disassembly formwork column. After the pouring is completed, the formwork does not need to be removed, which can not only improve the pouring efficiency but also avoid damage to the concrete column. The formwork column is composed of a columnar formwork mechanism 1 and a steel bar assembly mechanism 2. When the formwork column is manufactured, the staff will use the steel bar assembly mechanism 2 to build a steel cage inside the columnar formwork mechanism 1. The columnar formwork mechanism 1 includes a formwork body 101, and the formwork body 101 is cast by concrete. The formwork steel mesh 102 is a galvanized mesh, which can effectively improve the structural strength of the formwork body 101 and avoid the formwork being vibrated and cracked during the later concrete pouring process. The interior of the formwork body 101 is provided with a formwork steel mesh 102 for improving the structural strength and a perforated protective angle 103. The formwork steel mesh 102 is arranged inside the side wall of the formwork body 101, and the tie hook 104 is connected to the formwork steel mesh 102 The fixed connection can effectively prevent the tie hook 104 from falling off, and improve the overall quality of the non-disassembly formwork column. The inner wall of the formwork body 101 is fixedly provided with a tie hook 104 for fixing the steel mesh 202. After the vertical steel bar 201 is fixed, the staff will put multiple steel meshes 202 into the formwork body 101 in turn, and then the tie hook 104 will support the steel mesh 202. The steel bar assembly mechanism 2 includes vertical steel bars 201 fixedly installed inside the columnar formwork mechanism 1, and a plurality of steel meshes 202 are evenly spaced outside the vertical steel bars 201. The steel mesh 202 is composed of steel bars and binding stirrups. The two ends of the steel bars are bent upward by 90 degrees to form hooks. The steel mesh 202 is provided with an anti-slip hook 203. The multiple steel meshes 202 are evenly spaced in the vertical direction, thereby forming a steel cage inside the formwork body 101.

[0023] In this embodiment, when the formwork column is manufactured, the formwork steel mesh 102 will first be fixedly attached to the outer side of the formwork plate, and then the tie hook 104 will be fixedly installed on the inner wall of the formwork plate, and the tie hook 104 will pass through the formwork plate and be fixedly connected to the formwork steel mesh 102.

[0024] Subsequently, the staff will fix the multiple steel meshes 202 to the multiple vertical steel bars 201 respectively, so as to form a columnar steel cage inside the formwork plate. Moreover, the binding stirrups on each steel mesh 202 will be hooked and fixed with the corresponding tie hooks 104, so as to make the structure of the formwork column more solid and stable.

[0025] Next, the staff will use the conveying equipment to transfer the formwork plate with the steel cage inside to the tooling for turning over and pouring on all four sides, thereby pouring a layer of concrete on the outside of the formwork plate. The outer surface of the formed formwork column is smooth and flat, and no further plastering and reinforcement are required.

[0026] When in use, the formwork column only needs to be transported to the construction site for simple bottom fixing, and then the pouring operation can be carried out quickly. After the pouring is completed, there is no need to disassemble the formwork plate.

[0027] This embodiment sets a columnar formwork mechanism 1, and utilizes the mutual cooperation between the formwork steel mesh 102 and the tie hook 104 to quickly fix the steel cage inside the formwork plate. When in use, the formwork column only needs to be directly transported to the construction site to complete the pouring operation in a short time, which can effectively improve the construction efficiency. Moreover, there is no need to disassemble the formwork after pouring, which can effectively avoid damage to the concrete surface. In addition, this embodiment sets a columnar formwork mechanism 1 and a steel bar assembly mechanism 2, and replaces the traditional wooden formwork structure by turning over the outer side of the formwork plate to pour concrete, which can not only avoid damage to the concrete during the formwork disassembly process and improve the flatness of the column surface, but also effectively improve the structural strength of the formwork column without the need for reinforcement.

[0028] Embodiment 2

[0029] like Figure 4 , Figure 5 As shown, the outside of the vertical steel bar 201 is fixedly installed with limiting stirrups 205 and reinforcing stirrups 206, the inside of the formwork body 101 is fixedly installed with a tie bracket 204 for supporting the limiting stirrups 205, and a fastening assembly 207 is arranged between the limiting stirrups 205 and the reinforcing stirrups 206. By arranging the reinforcing stirrups 206 and the limiting stirrups 205, the firmness of the steel cage can be effectively improved.

[0030] It should be noted that, in this article, the terms "comprises", "includes" or any other variations thereof are intended to cover non-exclusive inclusion, so that a process, method, article or apparatus that includes a series of elements includes not only those elements, but also other elements not explicitly listed, or also includes elements inherent to such process, method, article or apparatus.

[0031] Although the embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. An assembled non-disassembly formwork column, comprising a columnar formwork mechanism (1), characterized in that: A steel bar assembly mechanism (2) is arranged inside the columnar formwork mechanism (1); The steel bar assembly mechanism (2) comprises a vertical steel bar (201) fixedly installed inside the columnar formwork mechanism (1), a plurality of steel bar meshes (202) are arranged at equal intervals outside the vertical steel bar (201), and an anti-slip hook (203) is sleeved on the steel bar mesh (202); The columnar formwork mechanism (1) comprises a formwork body (101), the interior of which is provided with a formwork steel mesh (102) for improving the structural strength and a perforated protective outer corner (103), and a tie hook (104) for fixing the steel mesh (202) is fixedly provided on the inner side wall of the formwork body (101).

2. The assembled formwork column according to claim 1, characterized in that: The vertical steel bars (201) are fixedly installed with limiting stirrups (205) and reinforcing stirrups (206) on the outside, and the formwork body (101) is fixedly installed with a tie bracket (204) for supporting the limiting stirrups (205), and a fastening assembly (207) is arranged between the limiting stirrups (205) and the reinforcing stirrups (206).

3. The assembled formwork column without disassembly according to claim 1 is characterized in that: The formwork body (101) is cast by concrete, and the formwork steel mesh (102) is a galvanized mesh.

4. The assembled formwork column without disassembly according to claim 1, characterized in that: The steel mesh (202) is composed of steel bars and binding stirrups, and both ends of the steel bars are bent upwards by 90 degrees to form hooks.

5. The assembled formwork column without disassembly according to claim 1, characterized in that: The formwork steel mesh (102) is arranged inside the side wall of the formwork body (101), and the tie hook (104) is fixedly connected to the formwork steel mesh (102).

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