External corner template reinforcing device

Abstract

The utility model discloses an external corner formwork reinforcing device, and relates to the field of building construction. The external corner formwork reinforcing device comprises an L-shaped steel plate, an opposite-pull screw is welded to the inner side of the L-shaped steel plate, a trapezoidal clamping piece is arranged at the other end of the opposite-pull screw, and double nuts are arranged on one side of the trapezoidal clamping piece, are in threaded connection with the opposite-pull screw and abut against the trapezoidal clamping piece. According to the external corner formwork reinforcing device, the multiple opposite-pull screws are welded to the inner side of the L-shaped steel plate, the opposite-pull screws penetrate through the formwork and the trapezoidal clamping pieces to be in threaded connection with the double nuts, and by rotating the double nuts, the trapezoidal clamping pieces move forwards to abut against the inner side of a masonry wall till the double nuts are screwed tightly; the L-shaped steel plates and the square timbers are fixed in an abutting mode through the opposite-pull screw rods, the square timbers and the formworks are fixed in an abutting mode, effective reinforcement of constructional columns at the internal and external corners and the end portions of the masonry wall is achieved, the formwork reinforcement efficiency is improved, and the construction quality is improved.

Description

Technical Field

[0001] The utility model relates to the technical field of building construction, in particular to a positive angle template reinforcement device. Background Art

[0002] Formwork reinforcement devices play a vital role in building construction. They ensure the stability and load-bearing capacity of the formwork system, thereby ensuring the quality and safety of concrete pouring.

[0003] The types of formwork reinforcement devices mainly include exterior wall formwork reinforcement devices, wall formwork reinforcement devices and secondary structure formwork reinforcement devices. Different formwork reinforcement devices are used in different construction processes.

[0004] At present, due to the fact that a large number of projects use masonry structures for construction, it is necessary to set up structural columns at the positive corners of the masonry. However, since the tie screws in the traditional formwork reinforcement method are conventional standardized components, the tie screws cannot effectively reinforce the positive and negative corners and end parts of the wall. The consequence may lead to quality problems such as mold expansion after the casting of the structural column, causing project quality risks. Utility Model Content

[0005] In response to the shortcomings of the existing technology, the utility model provides a device for reinforcing external corner formwork, which solves the problem that in the traditional formwork reinforcement method, the tension screws are conventional standardized components, and the tension screws cannot effectively reinforce the internal and external corners and end parts of the wall, which may result in quality problems such as mold expansion after the casting of the structural column, causing problems with the quality of the project.

[0006] To achieve the above objectives, the present invention is implemented through the following technical solutions: a positive angle formwork reinforcement device includes an L-shaped steel plate, a tension screw is welded on the inner side of the L-shaped steel plate, a trapezoidal clip is provided at the other end of the tension screw, a double nut is provided on one side of the trapezoidal clip, the double nut is threadedly connected to the tension screw, and the double nut is in contact with the trapezoidal clip.

[0007] Preferably, the L-shaped steel plate is formed by welding two pieces of Q235 steel.

[0008] Preferably, a square timber is provided inside the L-shaped steel plate, and the square timber is in contact with the L-shaped steel plate.

[0009] Preferably, a template is provided on the inner side of the square timber, the outer side of the template abuts against the square timber, and the inner side of the template is connected to the surface of the structural column.

[0010] Preferably, a hole is provided in the middle of the trapezoidal clamp, and the tension screw is inserted into the hole.

[0011] Preferably, the tension screw passes through the template, the structural column and the trapezoidal clamp and is connected to the double nut.

[0012] Preferably, two sides of the trapezoidal clamp abut against the inner side of the masonry wall.

[0013] Preferably, the structural column is formed at the corner of two masonry walls.

[0014] The utility model discloses a device for reinforcing a positive angle formwork, which has the following beneficial effects: a plurality of tension screws are welded on the inner side of an L-shaped steel plate, the tension screws pass through the formwork and are threadedly connected with a trapezoidal clamp and a double nut, and the double nut is rotated to move the trapezoidal clamp forward and abut against the inner side of the masonry wall until the double nut is tightened, so that the tension screws abut and fix the L-shaped steel plate against the square timber and the square timber against the formwork, thereby effectively reinforcing the structural columns at the positive and negative corners and end parts of the masonry wall, thereby improving not only the formwork reinforcement efficiency but also the construction quality. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the following briefly introduces the drawings required for use in the embodiments or the description of the prior art. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying any creative work.

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

[0017] Figure 2 This is a schematic diagram of the connection structure of the trapezoidal clamp, tension bolts and steel plates of the utility model.

[0018] In the figure: 1. L-shaped steel plate; 2. Square timber; 3. Tension screw; 4. Formwork; 5. Structural column; 6. Hole; 7. Trapezoidal clip; 8. Masonry wall; 9. Double nut. DETAILED DESCRIPTION

[0019] To make the purpose, technical solutions, and advantages of the embodiments of the present invention more clear, the technical solutions in the embodiments of the present invention are clearly and completely described. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making any creative efforts are within the scope of protection of the present invention.

[0020] The embodiment of the present application provides a device for reinforcing an external angle formwork, thereby solving the problem that in the traditional formwork reinforcement method, the tension screws 3 are conventional standardized components, and the tension screws 3 cannot effectively reinforce the internal and external corners and end parts of the wall, which may result in quality problems such as mold expansion after the structural column 5 is cast, causing problems with the quality of the project. The device achieves this by welding multiple tension screws 3 on the inner side of the L-shaped steel plate 1, and the tension screws 3 pass through the formwork 4 and are threadedly connected to the trapezoidal clamps 7 and double nuts 9. By rotating the double nuts 9, the trapezoidal clamps 7 are moved forward and abutted against the inner side of the masonry wall 8 until the double nuts 9 are tightened, so that the tension screws 3 abut and fix the L-shaped steel plate 1 and the square timber 2, and the square timber 2 and the formwork 4, thereby effectively reinforcing the structural columns 5 at the internal and external corners and end parts of the masonry wall 8.

[0021] The embodiment of the utility model discloses a device for reinforcing a positive angle template.

[0022] According to the attached Figure 1-2 As shown, it includes an L-shaped steel plate 1, a tension screw 3 is welded on the inner side of the L-shaped steel plate 1, a trapezoidal clamp 7 is provided at the other end of the tension screw 3, and a double nut 9 is provided on one side of the trapezoidal clamp 7. The double nut 9 is threadedly connected to the tension screw 3, and the double nut 9 is in contact with the trapezoidal clamp 7. This device can be reused, and the components are easy to use and install, and the external angle structural column 5 can be formed in one time.

[0023] Furthermore, the L-shaped steel plate 1 is welded from two pieces of Q235 steel. The L-shaped steel plate 1 and the trapezoidal clamp 7 must be manufactured accurately, with a verticality error not exceeding 5 mm. Q235 steel is a common material on site, saving manufacturing costs.

[0024] Furthermore, a square timber 2 is provided inside the L-shaped steel plate 1 , and the square timber 2 is in contact with the L-shaped steel plate 1 . By tightening the double nut 9 , the tension screw 3 can fix the L-shaped steel plate 1 and the square timber 2 in contact with each other.

[0025] Furthermore, a template 4 is provided on the inner side of the square timber 2, the outer side of the template 4 is in contact with the square timber 2, and the inner side of the template 4 is connected to the surface of the structural column 5. The L-shaped steel plate 1 is fixed against the square timber 2, so that the square timber 2 and the template 4 can be fixed against each other, thereby effectively reinforcing the structural column 5 at the positive corner of the masonry wall 8.

[0026] It is particularly disclosed that a hole 6 is opened in the middle of the trapezoidal clamp 7, and the tension screw 3 is inserted into the hole 6. The trapezoidal clamp 7 can move on the tension screw 3. The tension screw 3 is placed 0.6m away from the concrete ground surface, and the second one is evenly arranged 1.5m away from the first one.

[0027] Furthermore, the tension screw 3 passes through the formwork 4 , the structural column 5 and the trapezoidal clamp 7 and is connected to the double nut 9 . By rotating the double nut 9 , the trapezoidal clamp 7 moves forward and abuts against the inner side of the masonry wall 8 .

[0028] Furthermore, both sides of the trapezoidal clamp 7 abut against the inner side of the masonry wall 8 , and the trapezoidal clamp 7 abuts and fixes against the inner side of the masonry wall 8 , so that the L-shaped steel plate 1 reinforces the outer formwork 4 of the structural column 5 .

[0029] Furthermore, the structural column 5 is formed at the corner of two masonry walls 8 .

[0030] Working principle: First, install the template 4 on the positive corner of the masonry wall 8, then install the square timber 2 on the outside of the template 4, and then install the L-shaped steel plate 1 on the outside of the square timber 2. At the same time, pass the tension screw 3 through the template 4 to the negative corner of the masonry wall 8, sleeve the trapezoidal clip 7 on the tension screw 3, and then thread the double nut 9 on the tension screw 3. Turn the double nut 9 to make the trapezoidal clip 7 move forward and abut against the inner side of the masonry wall 8 until the double nut 9 is tightened. At this time, the tension screw 3 fixes the L-shaped steel plate 1 and the square timber 2 and the square timber 2 and the template 4, completing the reinforcement of the positive corner template 4 of the masonry wall 8.

[0031] The above shows and describes the basic principles, main features and advantages of the present invention. Those skilled in the art should understand that the present invention is not limited to the above embodiments. The above embodiments and descriptions are merely illustrative of the principles of the present invention. Various changes and improvements may be made to the present invention without departing from the spirit and scope of the present invention. Such changes and improvements are intended to fall within the scope of the present invention. The scope of protection claimed in this invention is defined by the appended claims and their equivalents.

Claims

1. A device for reinforcing a positive angle formwork, comprising an L-shaped steel plate (1), characterized in that: A tension screw (3) is welded to the inner side of the L-shaped steel plate (1), a trapezoidal clamp (7) is provided at the other end of the tension screw (3), a double nut (9) is provided on one side of the trapezoidal clamp (7), the double nut (9) is threadedly connected to the tension screw (3), and the double nut (9) abuts against the trapezoidal clamp (7).

2. A reinforcement device for external angle formwork according to claim 1, characterized in that: The L-shaped steel plate (1) is formed by welding two pieces of Q235 steel.

3. The external angle formwork reinforcement device according to claim 1, characterized in that: A square timber (2) is provided on the inner side of the L-shaped steel plate (1), and the square timber (2) is in contact with the L-shaped steel plate (1).

4. The external angle formwork reinforcement device according to claim 3, characterized in that: A template (4) is provided on the inner side of the square timber (2), the outer side of the template (4) is in contact with the square timber (2), and the inner side of the template (4) is connected to the surface of the structural column (5).

5. The external angle formwork reinforcement device according to claim 1, characterized in that: A hole (6) is provided in the middle of the trapezoidal clamp (7), and the tension screw (3) is inserted into the hole (6).

6. The external angle formwork reinforcement device according to claim 4, characterized in that: The tension screw (3) passes through the template (4), the structural column (5) and the trapezoidal clamp (7) and is connected to the double nut (9).

7. The external angle formwork reinforcement device according to claim 1, characterized in that: Both sides of the trapezoidal clamp (7) abut against the inner side of the masonry wall (8).

8. The external angle formwork reinforcement device according to claim 4, characterized in that: The structural column (5) is formed at the corner of two masonry walls (8).

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