Reinforcing structure of special-shaped column formwork

By using reinforced structures of components such as square buckles, right-angle triangle skeletons and square wood, the problems of perforation of pulling screws and steel bars in the fixation of special-shaped column templates are solved, and the effect of stable fixation and simplification of construction is achieved.

CN222949460UActive Publication Date: 2025-06-06SHANGHAI BAOYE GRP CORP
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Patent Information

Application Number
CN202421923774.7
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-08-08
Publication Date
2025-06-06
Estimated Expiration
2034-08-08

AI Technical Summary

Technical Problem

In the existing special-shaped column formwork fixing structure, the pulling screw passes through the cast formwork and concrete columns, resulting in cumbersome repair of holes in the later stage, and the steel bars may form obstacles and are difficult to install.

Method used

Components such as square buckles, right-angle triangle skeletons and square wood are connected by wire tied to form a reinforced structure to lock the special-shaped column template to avoid perforation of the pulling screw and cutting of steel bars.

Benefits of technology

The rigid fixation of the special-shaped column formwork is achieved, which avoids the formation of holes on the concrete column, simplifies the construction process, improves the quality and appearance of the special-shaped column, and is easy to operate.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model provides a reinforcing structure of a special-shaped column template, which belongs to the technical field of concrete temperature measurement and comprises a square and round buckle which is used for being sleeved on the periphery of the special-shaped column template and is of a rectangular structure. The first side edge, the second side edge and the third side edge of the square and round buckle are parallel to the first pouring formwork, the second pouring formwork and the third pouring formwork respectively, and the fourth side edge of the square and round buckle is opposite to the fourth pouring formwork and the fifth pouring formwork at the same time. The right-angle-shaped triangular framework is arranged in the square and round buckle, the right angle of the right-angle-shaped triangular framework is opposite to the right-angle included angle between the third side edge and the fourth side edge, and the bevel edge of the right-angle-shaped triangular framework is used for being attached to the outer side of a fourth pouring formwork; the square wood is used for being arranged in a gap between the fifth pouring formwork and the square and round buckle so that force transmission between the square and round buckle and the fifth pouring formwork can be achieved. When the pouring formwork is fixed, the fixing device has the advantages of being easy to operate and high in practicability.
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Description

Technical Field

[0001] The utility model relates to the technical field of concrete pouring, in particular to a reinforcement structure of a special-shaped column template. Background Art

[0002] Special-shaped column is the abbreviation of special-section column. As the name suggests, the shape of the column is special-shaped, not the round column or rectangular column used in ordinary frame structures.

[0003] Instruction Manual Figure 1 A pentagonal concrete special-shaped column, the five sides of which are respectively provided with a first casting template, a second casting template, a third casting template, a fourth casting template and a fifth casting template for enclosing casting. The template structure composed of the first casting template, the second casting template, the third casting template, the fourth casting template and the fifth casting template is fixed by a tension screw rod, and this fixing method has the following disadvantages:

[0004] First, the tension screws will pass through the casting formwork (the first casting formwork, the second casting formwork, the third casting formwork, the fourth casting formwork or the fifth casting formwork) and the special-shaped concrete column. The holes of the special-shaped concrete column need to be repaired later, which causes cumbersome construction.

[0005] Second, when the tension screws are being installed, the steel bars of the special-shaped concrete columns may become obstacles, and the steel bars need to be cut to achieve the installation of the tension screws, which makes the installation difficult. Utility Model Content

[0006] The purpose of the utility model is to provide a reinforcement structure of a special-shaped column formwork, aiming to solve the technical problems in the above-mentioned background technology.

[0007] The utility model is achieved in this way:

[0008] The technical solution of the present application provides a reinforcement structure of a special-shaped column template, the special-shaped column template includes a first casting template, a second casting template, a third casting template, a fourth casting template and a fifth casting template that enclose a pentagonal hollow prism, and the reinforcement structure includes:

[0009] A square and round buckle, which is used to be sleeved on the outer periphery of the special-shaped column template, and is a rectangular structure. The first side, the second side, and the third side of the square and round buckle are respectively parallel to the first casting template, the second casting template, and the third casting template, and the fourth side of the square and round buckle is opposite to the fourth casting template and the fifth casting template at the same time;

[0010] A right-angled triangular frame, the right-angled triangular frame is arranged in the square and round buckle, the right angle of the right-angled triangular frame is opposite to the right angle between the third side and the fourth side, and the hypotenuse of the right-angled triangular frame is used to fit on the outer side of the fourth casting template; and

[0011] Square wood, the square wood is used to be set in the gap between the fifth casting template and the square and round buckle to achieve force transmission between the square and round buckle and the fifth casting template.

[0012] A further technical solution is that a plurality of first square steel tubes are arranged at intervals along the circumferential direction of the inner side of the square round buckle;

[0013] Wherein, the first square tube at the angle between the third side and the fourth side is located outside the right-angled triangular frame.

[0014] A further technical solution is that the right-angled triangular frame comprises a right-angled triangular frame, and two right-angled sides of the right-angled triangular frame are respectively attached to the third side and the fourth side;

[0015] Wherein, a reinforcement strip is arranged on the inner side of the right-angled triangle frame.

[0016] A further technical solution is that the reinforcing strip and the right-angled triangle frame are connected by welding.

[0017] A further technical solution is that the square wood is formed by splicing a plurality of square woods.

[0018] A further technical solution is that the right-angled triangular frame, the first square steel pipe and the square-round buckle are connected by wire tying.

[0019] A further technical solution is that a second square steel pipe is arranged on the inner side of the hypotenuse of the right-angled triangular frame.

[0020] Compared with the prior art, the technical solution of the present invention has at least the following advantages or beneficial effects:

[0021] When the present application is in use, the square and round buckle is set on the outer circumference of the special-shaped column template, so that the square and round buckle is locked until the first side, the second side and the third side of the square and round buckle are respectively attached to the first casting template, the second casting template and the third casting template; then a right-angle tripod is placed in the gap between the fourth casting template and the square and round buckle, and a square wood is placed in the gap between the fifth casting template and the square and round buckle; finally, the square and round buckle is locked again until the whole composed of the square and round buckle, the right-angle tripod and the square wood tightly locks the special-shaped column template. When the special-shaped column template is fixed by the present application, no holes will be formed on the special-shaped column, which is conducive to ensuring the quality and appearance of the special-shaped column, and the construction is also simpler; at the same time, compared with the traditional tension screw structure, it does not need to pass through the steel cage, which is easier to operate. BRIEF DESCRIPTION OF THE DRAWINGS

[0022] In order to more clearly illustrate the technical solution of the implementation mode of the utility model, the drawings required for use in the implementation mode will be briefly introduced below. It should be understood that the following drawings only show certain embodiments of the utility model and therefore should not be regarded as limiting the scope. For ordinary technicians in this field, other relevant drawings can be obtained based on these drawings without paying creative work.

[0023] Figure 1 It is a structural schematic diagram of the coordination of special-shaped columns and casting templates in the prior art;

[0024] Figure 2 It is a structural schematic diagram of a reinforcement structure of a special-shaped column formwork provided by an embodiment of the utility model;

[0025] Figure 3 yes Figure 2 A partial enlarged view of middle A;

[0026] Figure 4 yes Figure 2 Top view of the .

[0027] Icon: 100-square buckle, 200-first square steel pipe, 300-square wood, 400-right-angled triangle frame, 410-right-angled triangle frame, 420-reinforcement bar, 500-second square steel pipe. DETAILED DESCRIPTION

[0028] In order to make the purpose, technical solution and advantages of the implementation mode of the present invention clearer, the technical solution in the implementation mode of the present invention will be clearly and completely described below in conjunction with the accompanying drawings in the implementation mode of the present invention. Example

[0029] Reference Figure 1-Figure 4 This embodiment provides a reinforcement structure for a special-shaped column template, which is applied to the following figure Figure 1The pentagonal special-shaped column shown has three right-angled sides and two oblique sides, and the first casting formwork, the second casting formwork, the third casting formwork, the fourth casting formwork and the fifth casting formwork are respectively arranged on the five sides of the pentagonal special-shaped column. The above-mentioned reinforcement structure includes a square buckle 100 which is sleeved on the casting formwork (a hollow pentagonal prism structure enclosed by the first casting formwork, the second casting formwork, the third casting formwork, the fourth casting formwork and the fifth casting formwork). The square buckle 100 is a rectangular structure. The first side, the second side and the third side of the square buckle 100 are respectively parallel to the first casting formwork, the second casting formwork and the third casting formwork, and the fourth side of the square buckle 100 is simultaneously opposite to the fourth casting formwork and the fifth casting formwork; the right-angled triangular skeleton 400, the above-mentioned A right-angled triangular skeleton 400 is arranged in the above-mentioned square and round buckle 100, and the right angle of the above-mentioned right-angled triangular skeleton 400 is opposite to the right angle between the above-mentioned third side and the above-mentioned fourth side, and the hypotenuse of the above-mentioned right-angled triangular skeleton 400 is used to fit on the outer side of the above-mentioned fourth casting template; and square wood 300, the above-mentioned square wood 300 is used to be arranged in the gap between the above-mentioned fifth casting template and the above-mentioned square and round buckle 100, so as to realize the force transmission between the above-mentioned square and round buckle 100 and the above-mentioned fifth casting template, and the above-mentioned square wood 300 is spliced ​​by multiple square woods. When the present application is in use, the square buckle 100 is sleeved on the outer circumference of the special-shaped column template, so that the square buckle 100 is locked until the first side, the second side and the third side of the square buckle 100 are respectively attached to the first casting template, the second casting template and the third casting template; then a right-angle tripod is placed in the gap between the fourth casting template and the square buckle 100, and a square wood 300 is placed in the gap between the fifth casting template and the square buckle 100; finally, the square buckle 100 is locked again until the whole composed of the square buckle 100, the right-angle tripod and the square wood 300 tightly locks the special-shaped column template. When the special-shaped column template is fixed by the present application, no holes will be formed on the special-shaped column, which is conducive to ensuring the quality and appearance of the special-shaped column, and the construction is also simpler; at the same time, compared with the traditional tension screw structure, it does not need to pass through the steel cage, which is easier to operate.

[0030] In some embodiments of the present invention, a plurality of first square steel tubes 200 are arranged at intervals along the circumferential direction of the inner side of the square round buckle 100;

[0031] The first square tube at the angle between the third side and the fourth side is located outside the right-angled triangular frame 400 .

[0032] In the above embodiment, the first square steel pipe 200 is arranged along the extension direction of the casting template (the vertical direction of the special-shaped column), and the first square steel pipe 200 serves as a force transmission structure between the square buckle 100 and the casting template, and between the right-angled triangular frame 400 and the square buckle 100, so that a gap is formed between the square buckle 100 and the casting template, and between the right-angled triangular frame 400 and the square buckle 100, which is convenient for installation.

[0033] In some embodiments of the present invention, the right-angled triangular frame 400 includes a right-angled triangular frame 410, and two right-angled sides of the right-angled triangular frame 410 are respectively attached to the third side and the fourth side;

[0034] A reinforcing strip 420 is disposed inside the right-angled triangle frame 410 .

[0035] In the above embodiment, the design of the reinforcement strip 420 can improve the structural stability of the right-angled triangle frame 410. There are two reinforcement strips 420, so that the structural stability of the right-angled triangle frame 410 is further improved.

[0036] In some embodiments of the present invention, the reinforcing strip 420 and the right-angled triangle frame 410 are connected by welding.

[0037] In the above embodiment, the reinforcing strip 420 and the right-angled triangle frame 410 are both made of steel pipes, and the reinforcing strip 420 and the right-angled triangle frame 410 are connected by welding, which can not only realize the rapid processing and forming of the right-angled triangle frame 410, but also improve the structural stability of the right-angled triangle frame 410.

[0038] In some embodiments of the present invention, the right-angled triangular skeleton 400, the first square steel tube 200 and the square round buckle 100 are connected by wire tying.

[0039] In the above embodiment, the wire tying can realize the quick connection of the right-angled triangular skeleton 400, the first square steel pipe 200 and the square round buckle 100.

[0040] In some embodiments of the present invention, a second square steel tube 500 is disposed inside the hypotenuse of the right-angled triangular frame 400 .

[0041] In the above embodiment, the hypotenuse of the right-angled triangular frame 400 and the casting template are connected by the second square steel pipe 500, so that a gap is formed between the right-angled triangular frame 400 and the casting template, which is convenient for the passing and positioning of the binding wire.

[0042] The above is only the preferred embodiment of the utility model, and is not intended to limit the utility model. For those skilled in the art, the utility model can have various modifications and changes. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the utility model shall be included in the protection scope of the utility model.

Claims

1. A reinforcement structure of a special-shaped column formwork, the special-shaped column formwork comprising a first casting formwork, a second casting formwork, a third casting formwork, a fourth casting formwork and a fifth casting formwork enclosing a pentagonal hollow prism, characterized in that: The reinforcement structure comprises: A square buckle (100), the square buckle (100) is used to be sleeved on the outer periphery of the special-shaped column template, and the square buckle (100) is a rectangular structure, the first side, the second side, and the third side of the square buckle (100) are respectively parallel to the first casting template, the second casting template, and the third casting template, and the fourth side of the square buckle (100) is simultaneously opposite to the fourth casting template and the fifth casting template; a right-angled triangular frame (400), wherein the right-angled triangular frame (400) is arranged in the square and round buckle (100), the right angle of the right-angled triangular frame (400) is opposite to the right angle between the third side and the fourth side, and the hypotenuse of the right-angled triangular frame (400) is used to fit on the outer side of the fourth casting template; and A square wood (300) is used to be arranged in the gap between the fifth casting template and the square buckle (100) to achieve force transmission between the square buckle (100) and the fifth casting template.

2. The reinforcement structure of a special-shaped column formwork according to claim 1, characterized in that: A plurality of first square steel tubes (200) are arranged at intervals along the circumferential direction of the inner side of the square round buckle (100); Wherein, the first square tube at the angle between the third side and the fourth side is located outside the right-angled triangular frame (400).

3. The reinforcement structure of a special-shaped column formwork according to claim 1, characterized in that: The right-angled triangular frame (400) comprises a right-angled triangular frame (410), and two right-angled sides of the right-angled triangular frame (410) are respectively attached to the third side and the fourth side; Wherein, a reinforcing strip (420) is arranged on the inner side of the right-angled triangle frame (410).

4. The reinforcement structure of a special-shaped column formwork according to claim 3, characterized in that: The reinforcing strip (420) and the right-angled triangle frame (410) are connected by welding.

5. The reinforcement structure of a special-shaped column formwork according to claim 1, characterized in that: The square wood (300) is formed by splicing a plurality of square woods.

6. The reinforcement structure of a special-shaped column formwork according to claim 2, characterized in that: The right-angled triangular frame (400), the first square steel pipe (200) and the square round buckle (100) are connected by wire tying.

7. The reinforcement structure of a special-shaped column formwork according to claim 6, characterized in that: A second square steel pipe (500) is arranged inside the hypotenuse of the right-angled triangular frame (400).