Detachable lead wire cage weaving frame

Abstract

This utility model relates to the field of flood control material production and discloses a detachable flood control gabion weaving frame, including multiple columns. Multiple lower hollow steel pipes are fixedly connected to the lower side of each column, and lower support rods are inserted between opposite pairs of lower hollow steel pipes. Four upper hollow pipes are fixedly connected to the upper side of each column, and upper support rods are inserted between opposite pairs of upper hollow pipes. Hooks are fixedly connected to the upper side of each column. In this utility model, the weaving frame is assembled by inserting support rods into opposite pairs of hollow steel pipes. The gabion body is then woven at the hooks. This allows for quick disassembly and assembly of the weaving frame, unrestricted by geographical or environmental conditions. Workers can weave standing up without squatting, reducing labor intensity and improving work efficiency. Furthermore, the pipe connection length can be increased as needed to weave gabion bodies of various specifications. The equipment is a one-time investment and can be reused year-round, reducing costs.

Description

Technical Field

[0001] This utility model relates to the field of flood control material production, and in particular to a detachable flood control gabion weaving frame. Background Technology

[0002] The main processing steps of gabions are mesh weaving, mesh shaping, filling with filler, and forming. When using them, the first step is mesh weaving, which determines the quality of the gabions. Therefore, special attention should be paid to the selection of materials. With the increasing requirements for flood control and disaster relief, the selection of materials has become more optimized and reasonable. Galvanizing the iron wire can slow down the oxidation process of the gabions after prolonged contact with water, thus extending the service life of the mesh.

[0003] When making gabions, the spacing between the gabion meshes needs to be considered. The smaller the spacing, the stronger the gabion. However, the spacing should not be too small, as the building materials and the time limit for the use of gabions restrict their application. Therefore, many factors need to be considered, and the spacing should not be excessively compressed. Laying the mesh involves driving pre-prepared small wooden stakes into the selected soil surface, then laying the steel mesh according to the designed size of the gabion, in the required rectangular shape and weaving standards, and then weaving it as required.

[0004] Currently, there are two methods for weaving flood control gabions: mechanical production and manual weaving. Manual weaving is slow and produces uneven mesh. Although mechanical production produces uniform mesh, is fast, and efficient, it is still limited by factors such as region, time, and site conditions. Therefore, gabion weaving still follows the traditional manual method. This method requires first driving prepared wooden stakes into the selected soil, then laying the steel mesh, and finally having people squat down to weave it. This method is labor-intensive and inefficient. To address these issues, a detachable flood control gabion weaving frame is proposed. Utility Model Content

[0005] To overcome the above shortcomings, this utility model provides a detachable gabion weaving frame for flood control, which aims to improve the problem that gabion weaving is still limited by factors such as region, time and site due to mechanical weaving. The traditional manual weaving method still requires the small wooden stakes to be driven into the selected soil first, then the steel mesh to be laid, and finally the manual weaving by squatting on the ground. This weaving method has the problems of high labor intensity and low work efficiency.

[0006] To achieve the above objectives, the present invention adopts the following technical solution: a detachable flood control gabion weaving frame, comprising multiple columns, multiple lower hollow steel pipes fixedly connected to the lower side of each column, a lower support rod inserted between two opposite lower hollow steel pipes, four upper hollow pipes fixedly connected to the upper side of each column, an upper support rod inserted between two opposite upper hollow pipes, and a hook fixedly connected to the upper side of each column.

[0007] As a further description of the above technical solution:

[0008] The lower hollow steel pipes are arranged in concentric circles at equal intervals.

[0009] As a further description of the above technical solution:

[0010] A wire mesh cage body is provided between the exterior of the multiple columns.

[0011] As a further description of the above technical solution:

[0012] The hook is externally located inside the main body of the wire mesh cage.

[0013] As a further description of the above technical solution:

[0014] The upper hollow tubes are arranged in concentric circles at equal intervals.

[0015] As a further description of the above technical solution:

[0016] The distance between two adjacent columns is 1m.

[0017] As a further description of the above technical solution:

[0018] The diameter of both the lower hollow steel pipe and the upper hollow pipe is 2cm.

[0019] As a further description of the above technical solution:

[0020] The diameter of both the lower support rod and the upper support rod is 1.4 cm.

[0021] This utility model has the following beneficial effects:

[0022] In this invention, the lower support rod is inserted into two opposite lower hollow steel pipes, and the upper support rod is inserted into two opposite upper hollow pipes, thus assembling the weaving frame. Then, the main body of the wire mesh cage is woven at the hook. This allows the weaving frame to be quickly disassembled and assembled, and is not limited by geographical or environmental conditions. Workers can weave while standing without squatting, reducing labor intensity and improving work efficiency. At the same time, the length of pipe connections can be increased as needed, and various specifications of wire mesh cage bodies can be woven. The equipment is a one-time investment and can be reused for many years, reducing costs. Attached Figure Description

[0023] Figure 1 This is a three-dimensional schematic diagram of the detachable flood control gabion weaving frame proposed in this utility model;

[0024] Figure 2 This is a schematic diagram of the structure of the upright column of the detachable flood control gabion weaving frame proposed in this utility model;

[0025] Figure 3 This is a schematic diagram of the upper support rod of the detachable flood control gabion weaving frame proposed in this utility model;

[0026] Figure 4 for Figure 3 Enlarged view of point A in the middle;

[0027] Figure 5 This is a schematic diagram of the upper hollow tube of the detachable flood control gabion weaving frame proposed in this utility model.

[0028] Legend:

[0029] 1. Column; 2. Lower hollow steel pipe; 3. Lower support rod; 4. Upper hollow pipe; 5. Upper support rod; 6. Hook; 7. Main body of gabion. Detailed Implementation

[0030] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0031] Reference Figure 1 - Figure 5This utility model provides an embodiment of a detachable flood control gabion weaving frame, comprising multiple uprights 1. Multiple hollow steel pipes 2 are fixedly connected to the lower side of each upright 1. Lower support rods 3 are inserted between opposite pairs of hollow steel pipes 2. Four hollow upper pipes 4 are fixedly connected to the upper side of each upright 1. Upper support rods 5 are inserted between opposite pairs of hollow upper pipes 4. Hooks 6 are fixedly connected to the upper side of each upright 1. The uprights 1 support the gabion body 7. The hollow steel pipes 2 cooperate with the lower support rods 3 to stabilize the uprights 1. The hollow upper pipes 4 cooperate with the upper support rods 5 to connect the multiple uprights 1 into a single unit. The lower support rods 3 and upper support rods 5 can be used interchangeably. The hooks 6 support the gabion body 7, facilitating weaving. The lower hollow steel pipes 2 are distributed in concentric circles at equal intervals, allowing the columns 1 to be assembled in any direction. A gabion body 7 is set between the exterior of multiple columns 1. The gabion body 7 is folded into a cube, filled with stones, and stacked on top of each other for flood control. The hooks 6 are set inside the gabion body 7 to keep the gabion body 7 stable. The upper hollow pipes 4 are distributed in concentric circles at equal intervals to keep multiple columns 1 stable. The distance between two adjacent columns 1 is 1m to ensure that the dimensions of each face of the gabion body 7 are the same. The diameter of the lower hollow steel pipes 2 and the upper hollow pipes 4 is 2cm, and the diameter of the lower support rods 3 and the upper support rods 5 is 1.4cm, so that the lower support rods 3 and the upper support rods 5 can be smoothly inserted into the lower hollow steel pipes 2 and the upper hollow pipes 4.

[0032] Working principle: When using a weaving frame to weave the main body 7 of a gabion, the lower support rod 3 is inserted into the two opposite lower hollow steel pipes 2 on the two adjacent columns 1, and the upper support rod 5 is similarly inserted into the two opposite upper hollow pipes 4, until six consecutive cubes are assembled to form the weaving frame. At this point, the gabion can be woven on the weaving frame according to the traditional gabion weaving method. Compared with the traditional method of driving small wooden stakes into the ground and manually squatting on the ground to weave the gabion, the weaving frame reduces labor intensity and effectively improves work efficiency. Moreover, the weaving frame is not limited by time and space and can be processed and made on both soil and cement ground. After the main body 7 of the gabion is woven, the main body 7 of the gabion is removed from the hook 6 and folded into a cube, thus completing the production of the gabion. Then, the upper support rod 5 is removed from the upper hollow pipe 4 and the lower support rod 3 is removed from the lower hollow steel pipe 2 to complete the disassembly. The operation is convenient and labor-saving, and it is convenient for transportation and storage. At the same time, the pipe connection length can be increased according to the actual weaving needs to weave gabions of various specifications. It can be reused after one investment, effectively saving costs.

[0033] Finally, it should be noted that the above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. Although the present utility model has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent substitutions for some of the technical features. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.

Claims

1. A demountable flood protection wire mesh enclosure frame comprising a plurality of uprights (1) characterised in that: The column (1) is fixedly connected to a plurality of lower hollow steel pipes (2), and a lower support rod (3) is inserted between the interiors of two opposite lower hollow steel pipes (2). The column (1) is fixedly connected to four upper hollow pipes (4), and an upper support rod (5) is inserted between the interiors of two opposite upper hollow pipes (4). The column (1) is fixedly connected to a hook (6).

2. The demountable flood protection gabion frame of claim 1, wherein: The lower hollow steel pipe (2) is distributed in concentric circles at equal intervals.

3. The demountable flood protection gabion frame of claim 1, wherein: A wire mesh cage body (7) is provided between the exterior of the multiple columns (1).

4. The demountable flood protection gabion frame of claim 3, wherein: The hook (6) is externally located inside the wire mesh cage body (7).

5. The demountable flood control lead wire cage weaving frame according to claim 1, characterized in that: The upper hollow tube (4) is arranged in concentric circles at equal intervals.

6. The demountable flood control lead wire cage weaving frame according to claim 1, characterized in that: The distance between two adjacent columns (1) is 1m.

7. The demountable flood control lead wire cage weaving frame according to claim 1, characterized in that: The diameters of the lower hollow steel pipe (2) and the upper hollow pipe (4) are both 2 cm.

8. The demountable flood control lead wire cage weaving frame according to claim 1, characterized in that: The diameter of both the lower support rod (3) and the upper support rod (5) is 1.4 cm.

Images