Bearing column formwork with self-locking structure

Abstract

The utility model discloses a bearing column template with a self-locking structure, and relates to the technical field of bearing column templates, the bearing column template with the self-locking structure comprises template bodies, the outer wall of the right template body is provided with a positioning groove, the outer wall of the left template body is fixedly connected with a positioning strip, the outer wall of the positioning strip is slidably connected with the inner wall of the positioning groove, and the outer wall of the positioning strip is fixedly connected with the inner wall of the positioning groove. The outer walls of the template bodies are fixedly connected with connecting plates, the self-locking assembly is arranged, the pushing plate is pushed to drive the self-locking plate on the left template body to be inserted into the self-locking groove in the right fixing plate, the self-locking plate on the right template body is inserted into the self-locking groove in the left fixing plate, and self-locking of the template bodies on the two sides is completed; therefore, displacement or deformation of the formwork can be avoided when the formwork bears concrete side pressure, the construction quality of the bearing column is guaranteed, meanwhile, the formwork mounting and fixing process is simplified, additional supporting or fixing measures do not need to be arranged, manual operation and construction time are reduced, and construction efficiency is improved.

Description

Technical Field

[0001] The utility model relates to the technical field of load-bearing column formwork, in particular to a load-bearing column formwork with a self-locking structure. Background Technique

[0002] A load-bearing column formwork refers to a formwork system used to support and fix the shape and size of concrete when pouring a load-bearing column. Its main function is to ensure the accuracy of the shape, size and position of the load-bearing column, and at the same time provide necessary support and stability during concrete pouring to ensure the construction quality of the load-bearing column.

[0003] When the existing load-bearing column formwork is used, two or more formwork pieces need to be spliced to form the shape and size of the load-bearing column. Since it is necessary to ensure that the formwork does not displace or deform when bearing the lateral pressure of the concrete to ensure the construction quality of the load-bearing column. However, since the formwork needs to be quickly disassembled after the load-bearing column is formed, additional support or fixing measures need to be set when splicing the formwork. Content of the Utility Model

[0004] In order to make up for the deficiencies of the prior art problems, the purpose of the utility model is to provide a self-locking component to push a push plate to drive a self-locking plate to insert into a self-locking groove, which solves the problem of setting additional support or fixing measures when splicing formwork.

[0005] In order to solve the problems of the prior art, the technical solution of the utility model is as follows: A load-bearing column formwork with a self-locking structure, including a formwork body. A positioning groove is opened on the outer wall of the formwork body on the right side, and a positioning strip is fixedly connected to the outer wall of the formwork body on the left side. The outer wall of the positioning strip is slidably connected to the inner wall of the positioning groove. A connecting plate is fixedly connected to the outer wall of the formwork body; a self-locking component is used to connect and lock the formwork bodies on both sides, and the self-locking component is connected to the connecting plate.

[0006] Preferably, the self-locking component includes a fixing plate connected to the connecting plate. A self-locking plate is slidably connected to the outer wall of the fixing plate. A self-locking groove is opened on the outer wall of the fixing plate. The inner wall of the self-locking groove is slidably connected to the outer wall of the self-locking plate. A sliding groove is opened on the outer wall of the self-locking plate. The inner wall of the sliding groove is slidably connected to the outer wall of the fixing plate.

[0007] Preferably, a pushing groove is opened on the outer wall of the fixing plate. The pushing groove communicates with the inside of the self-locking groove and the outside of the fixing plate. A pushing plate is fixedly connected to the outer wall of the self-locking plate. The outer wall of the pushing plate is slidably connected to the inner wall of the pushing groove.

[0008] Compared with the prior art, the advantages of the utility model are as follows:

[0009] By providing a self-locking component, the present utility model pushes the push plate to drive the self-locking plate on the left template body to insert into the self-locking groove on the right fixed plate, and the self-locking plate on the right template body inserts into the self-locking groove on the left fixed plate, completing the self-locking of the two template bodies. Thus, it can ensure that the template will not displace or deform when bearing the lateral pressure of concrete, guarantee the construction quality of the load-bearing column, simplify the template installation and fixing process, eliminate the need for additional support or fixing measures, reduce manual operation and construction time, and improve construction efficiency. BRIEF DESCRIPTION OF THE DRAWINGS

[0010] Figure 1 is a schematic structural diagram of the whole of the present utility model;

[0011] Figure 2 is a schematic structural diagram of the positioning strip of the present utility model;

[0012] Figure 3 is a schematic structural diagram of the fixed plate of the present utility model;

[0013] Figure 4 is a schematic structural diagram of the self-locking plate of the present utility model.

[0014] In the reference numerals: 1, template body; 2, positioning groove; 3, positioning strip; 4, connecting plate; 5, fixed plate; 6, self-locking plate; 7, self-locking groove; 8, sliding groove; 9, pushing groove; 10, push plate. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0015] Next, the technical solutions in the embodiments of the present utility model will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all of the embodiments.

[0016] Please refer to Figures 1-4 , a load-bearing column formwork with a self-locking structure, including a template body 1. A positioning groove 2 is provided on the outer wall of the right template body 1, and a positioning strip 3 is fixedly connected to the outer wall of the left template body 1. The outer wall of the positioning strip 3 is slidably connected to the inner wall of the positioning groove 2. A connecting plate 4 is fixedly connected to the outer wall of the template body 1. Specifically, the template body 1 is divided into two left and right parts, each of which is in the shape of a semi-cylinder, and when spliced, it forms the cylindrical shape required for the load-bearing column. The positioning strip 3 can just fit with the positioning groove 2, and its function is to position the two templates before the template is self-locked to ensure that the middle of the two templates is in the shape of the load-bearing column. The connecting plate 4 and the template body 1 are of an integral structure; a self-locking component, which is used to connect and lock the two template bodies 1, and the self-locking component is connected to the connecting plate 4.

[0017] Please refer to Figures 1-4, the self-locking assembly includes a fixing plate 5 connected to the connecting plate 4. The outer wall of the fixing plate 5 is slidably connected with a self-locking plate 6. The outer wall of the fixing plate 5 is provided with a self-locking groove 7. The inner wall of the self-locking groove 7 is slidably connected with the outer wall of the self-locking plate 6. The outer wall of the self-locking plate 6 is provided with a sliding groove 8. The inner wall of the sliding groove 8 is slidably connected with the outer wall of the fixing plate 5. The outer wall of the fixing plate 5 is provided with a pushing groove 9. The pushing groove 9 communicates with the inside of the self-locking groove 7 and the outside of the fixing plate 5. The outer wall of the self-locking plate 6 is fixedly connected with a pushing plate 10. The outer wall of the pushing plate 10 is slidably connected with the inner wall of the pushing groove 9. Specifically, the fixing plate 5 and the connecting plate 4 are of an integral structure, and there is one fixing plate 5 on each of the two template bodies 1 on both sides. There is one self-locking plate 6 on each of the two fixing plates 5. The self-locking plate 6 is semicircular in shape. The self-locking groove 7 is inside the fixing plate 5 and is semicircular in shape. When one self-locking plate 6 is located in the self-locking grooves 7 on both sides at the same time, the two fixing plates 5 on both sides cannot be separated. The sliding groove 8 is semicircular in shape. The pushing groove 9 is the movement track of the pushing plate 10. By setting the self-locking assembly, the pushing plate 10 is pushed to drive the self-locking plate 6 on the left template body 1 to insert into the self-locking groove 7 on the right fixing plate 5, and the self-locking plate 6 on the right template body 1 is inserted into the self-locking groove 7 on the left fixing plate 5, completing the self-locking of the two template bodies 1 on both sides. Thus, it can be ensured that the template will not be displaced or deformed when bearing the lateral pressure of the concrete, while ensuring the construction quality of the load-bearing column, simplifying the template installation and fixing process, eliminating the need to set additional support or fixing measures, reducing manual operation and construction time, and improving construction efficiency.

[0018] During use, the operator aligns the cross-sections of the two template bodies 1 on both sides. The positioning strip 3 on the left template body 1 is inserted along the inner wall of the positioning groove 2 on the right template body 1, and the upper and lower parts of the two template bodies 1 on both sides are aligned, and the fixing plates 5 on the two template bodies 1 on both sides are aligned. The pushing plate 10 is pushed. The pushing plate 10 slides along the inner wall of the pushing groove 9. The pushing plate 10 drives the self-locking plate 6 to rotate along the inner wall of the self-locking groove 7. At the same time, the inner wall of the sliding groove 8 slides along the outer wall of the fixing plate 5 until the self-locking plate 6 on the left template body 1 is inserted into the self-locking groove 7 on the right fixing plate 5, and the self-locking plate 6 on the right template body 1 is inserted into the self-locking groove 7 on the left fixing plate 5. At this time, the two fixing plates 5 on both sides cannot be separated, that is, the self-locking of the two template bodies 1 on both sides is completed.

[0019] Although the embodiments of the present invention have been shown and described, those of ordinary skill in the art can understand that various changes, modifications, substitutions, and variations can be made to these embodiments without departing from the principle and spirit of the present invention. The scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A load-bearing column formwork with a self-locking structure, comprising a formwork body (1), characterized in that: A positioning groove (2) is formed in the outer wall of the template body (1) on the right side, and a positioning strip (3) is fixedly connected to the outer wall of the template body (1) on the left side. The outer wall of the positioning strip (3) is slidably connected to the inner wall of the positioning groove (2). A connecting plate (4) is fixedly connected to the outer wall of the template body (1). A self-locking assembly is used to connect and lock the template bodies (1) on both sides, and the self-locking assembly is connected to the connecting plate (4).

2. The load-bearing column formwork with a self-locking structure according to claim 1, wherein: The self-locking assembly includes a fixing plate (5) connected to the connecting plate (4), and a self-locking plate (6) is slidably connected to the outer wall of the fixing plate (5).

3. The load-bearing column formwork with a self-locking structure according to claim 2, characterized in that: A self-locking groove (7) is formed in the outer wall of the fixing plate (5), and the inner wall of the self-locking groove (7) is slidably connected to the outer wall of the self-locking plate (6).

4. The load-bearing column formwork with a self-locking structure according to claim 3, characterized in that: A sliding groove (8) is formed in the outer wall of the self-locking plate (6), and the inner wall of the sliding groove (8) is slidably connected to the outer wall of the fixing plate (5).

5. The load-bearing column formwork with a self-locking structure according to claim 3, characterized in that: A pushing groove (9) is formed in the outer wall of the fixing plate (5), and the pushing groove (9) communicates with the inside of the self-locking groove (7) and the outside of the fixing plate (5).

6. The load-bearing column formwork with a self-locking structure according to claim 5, characterized in that: A pushing plate (10) is fixedly connected to the outer wall of the self-locking plate (6), and the outer wall of the pushing plate (10) is slidably connected to the inner wall of the pushing groove (9).

Images