Gabion filling structure suitable for rapid pavement

Abstract

The utility model relates to the technical field of gabion paving, in particular to a gabion filling structure suitable for rapid paving, which comprises grid units and an embedded mold, the embedded mold is of a box body structure which is through up and down and is formed in a surrounding mode in the circumferential direction, the embedded mold is arranged inside the grid units, and the embedded mold is arranged in the box body structure. And a lifting lug for lifting is arranged on the embedded mold. According to the scheme, the grid units are arranged in the embedded mold, so that the grid units of the gabion gabion are prevented from deforming in the construction process; after the stone is filled, the embedded mold is lifted and taken out through the lifting lugs, the stone can be gradually diffused towards the periphery from bottom to top, the remaining positions of the grid units are filled, the extrusion deformation is small, the overall attractiveness is good, and the work efficiency is high.

Description

Technical Field

[0001] The utility model relates to the technical field of gabion stone cage paving, in particular to a gabion stone cage filling structure suitable for rapid paving. Background Art

[0002] Gabion gabion is an eco-friendly material for bottom protection and slope protection, used to prevent water erosion; Gabion gabion uses double-twisted hexagonal metal mesh to form the external frame, and uses stone or pebbles as filling materials inside. During the filling process, the flexible gabion box will deform, and the side of the gabion will bulge outward due to the compression of the inner filling material. If the size of the deformed gabion gabion does not meet the installation and use requirements, it is easy to cause quality problems.

[0003] In order to prevent the gabion cage from deforming, layered filling or hard support is used to assist the side forming during on-site construction. Hard support such as wooden boards and steel pipes need to be pre-buried on the ground in the construction area; or the gabion cage vertical mesh and filler are completed in advance through the mold before hoisting and placement. The mold adopts an outsourced frame, and the mold is used as a hanging basket during the gabion hoisting process. These methods are only suitable for gabion cage paving in a small area; for the construction of gabion cages in a large area (greater than 2000㎡), layered filling materials are time-consuming and affect the construction progress, and pre-buried supports also require a lot of manpower and material resources. The use of outsourced frame molds is complicated. After the gabion is unloaded to the designed position and the mold is removed, there is a large gap between the cages, the fit is not tight, and the appearance is not beautiful. Further manual adjustment of the paving position is required, which is time-consuming and labor-intensive, and the workload is large. Utility Model Content

[0004] The utility model aims to provide a gabion stone cage filling structure suitable for rapid paving in view of the problem of low filling efficiency in the prior art when paving gabions over a large area.

[0005] In order to achieve the above purpose, the technical solution adopted by the utility model is:

[0006] A gabion stone cage filling structure suitable for rapid paving comprises a grid unit and an embedded mould. The embedded mould is a box structure which is penetrated from top to bottom and surrounded along the circumference. The embedded mould is placed inside the grid unit and is provided with a lifting lug for lifting.

[0007] In this solution, the embedded mold is used to fill stones. By building grid units into the embedded mold, the deformation of the gabion gabion grid units during construction can be prevented. After the stones are filled, the embedded mold is removed by lifting the lugs to prevent slipping and save manpower. During the removal process, the stones can gradually spread from bottom to top to fill the remaining positions of the grid units. The amount of extrusion deformation is small and the overall aesthetics is good. When the above-mentioned gabion gabion filling structure is used for construction, a single grid unit can be filled to the preset elevation at one time, eliminating the steps of auxiliary reinforcement and layered filling required for on-site construction of gabion gabions. The stone installation and mold removal are convenient, and the construction efficiency is high. When the above-mentioned gabion gabion filling structure is applied to large-scale river paving, it is conducive to the close connection between the grid units. After the stones are filled, there is no need to adjust the relative positions of the grid units for the second time, which can effectively speed up the construction progress.

[0008] As a preferred embodiment of the present invention, the number of the grid units is multiple, and the multiple grid units are formed in an integrally formed component, and the embedded molds are movably arranged between each other. Compared with splicing individually assembled gabion boxes together, the gabion stone cage filling structure in this embodiment adopts in-situ paving, which is more suitable for large-area paving and reduces material costs; that is, a large gabion box structure is integrally divided into several grid units, and only one layer of mesh structure is required to separate the grid units. Furthermore, this embodiment movably arranges the embedded molds between the construction grid units, that is, the embedded molds are independent of each other and have no connection, which is convenient to adapt to local conditions and has a high reuse rate.

[0009] As a preferred solution of the utility model, a gap is provided between the inner wall of the grid unit and the embedded mold, which is convenient for mechanical equipment to hoist and construct, saving manpower. When the embedded mold is placed, it should avoid falling directly on the end plate, side plate and partition plate of the gabion grid unit.

[0010] As a preferred solution of the present utility model, the gap width is 3cm-5cm.

[0011] As a preferred solution of the utility model, the embedded mold is higher than the grid unit, so as to increase the filling height of the stone inside the embedded mold, so that the filled stone can spread to the surroundings during the process of taking out the embedded mold, and gradually stabilize the bottom structure strength.

[0012] As a preferred embodiment of the present invention, the gabion stone cage filling structure further comprises stones, which are filled inside the embedded mold. The stones are 5 cm-10 cm higher than the top of the grid unit, which is conducive to filling the grid unit densely.

[0013] As a preferred solution of the utility model, the number of the lifting ears is provided at least two, and the lifting ears are arranged vertically upward, with high connection strength and convenient lifting.

[0014] As a preferred solution of the utility model, the embedded mold and the grid unit have the same shape, which is rectangular, hexagonal or triangular.

[0015] As a preferred solution of the utility model, the grid unit is rectangular, 2m long, 1m wide and 0.5m high, with an allowable error of ±3% for the length and width and a allowable error of ±2% for the height.

[0016] In summary, due to the adoption of the above technical solution, the beneficial effects of the utility model are:

[0017] 1. Compared with the layered filling construction, the gabion stone cage filling structure provided by the utility model can fill a single stone cage grid unit to a preset elevation at one time, which is conducive to giving full play to the efficiency of mechanical equipment and effectively speeding up the construction progress.

[0018] 2. The gabion stone cage filling structure construction provided by the utility model can reduce the process of pre-embedded supports, save labor and materials, and reduce production costs.

[0019] 3. Compared with the outsourced frame mold in the prior art, the gabion stone cage filling structure provided by the utility model is more suitable for on-site construction and large-area paving, with simple procedures, neat and beautiful appearance, good environmental adaptability and low cost.

[0020] 4. With the gabion stone cage filling structure provided by the utility model, after the construction is completed, the embedded molds can be recycled and reused. BRIEF DESCRIPTION OF THE DRAWINGS

[0021] Figure 1 This is the construction status diagram of the gabion stone cage filling structure;

[0022] Figure 2 This is the elevation view of the gabion stone cage filling structure;

[0023] Figure 3 This is a top view of the gabion cage filling structure;

[0024] Figure 4 It is a schematic diagram of the local assembly of laying grid units over a large area.

[0025] Icons: 1-grid unit; 2-embedded mold; 21-hanging ear; 3-stone. DETAILED DESCRIPTION

[0026] The utility model is described in detail below in conjunction with the accompanying drawings.

[0027] In order to make the purpose, technical solution and advantages of the utility model more clear, the utility model is further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the utility model and are not used to limit the utility model.

[0028] Example 1

[0029] A gabion stone cage filling structure suitable for rapid paving, such as Figure 1-Figure 3 As shown, it includes a grid unit 1 and an embedded mold 2. The embedded mold 2 is a box structure that is penetrated from top to bottom and surrounded along the circumference. The embedded mold 2 is placed inside the grid unit 1. The embedded mold 2 is provided with a lifting ear 21 for lifting.

[0030] In this solution, the embedded mold 2 is used to fill the stone 3. By placing the grid unit 1 inside the embedded mold 2, the deformation of the gabion gabion grid unit 1 during the construction process is prevented; after the stone 3 is filled, the embedded mold 2 is hoisted and taken out through the lifting lug 21. During the removal process, the stone 3 can gradually spread from bottom to top to fill the remaining position of the grid unit 1. The amount of extrusion deformation is small and the overall aesthetics is good. By using the above-mentioned gabion gabion filling structure for construction, a single grid unit 1 can be filled to a preset elevation at one time, eliminating the steps of auxiliary reinforcement and layered filling required for the on-site construction of the gabion gabion. The installation of the stone 3 and the removal of the mold are convenient, and the construction efficiency is high. When the above-mentioned gabion gabion filling structure is applied to large-area river paving, it is conducive to the close connection between the grid units 1. After the stone 3 is filled, there is no need to adjust the relative position between the grid units 1 for a second time. It is suitable for large-area rapid paving construction in situ, which effectively speeds up the construction progress.

[0031] In this embodiment, the embedded mold 2 and the grid unit 1 have the same shape and are rectangular. The embedded mold 2 is made of four steel plates welded end to end to form a rectangular frame. The lifting lugs 21 are welded in the middle of the steel plates on both sides of the short side. The lifting lugs 21 are vertically upward for mechanical equipment lifting construction. They can also prevent slipping when manually taking them out, which is conducive to saving manpower and convenient to use. The steel plate material is Q235 and the thickness is 2mm. The lifting lugs 21 are made of HRB300 hot-rolled round steel bars with a diameter of 16mm. There is a gap between the grid unit 1 and the embedded mold 2, and the gap width is preferably set to 3cm-5cm, which is convenient for mechanical equipment lifting construction and saving manpower; the embedded mold 2 is set higher than the grid unit 1, which is convenient to increase the filling height of the stone 3 inside the embedded mold 2, so that the filled stone 3 can spread to the surroundings during the process of taking out the embedded mold 2, and gradually stabilize the bottom structure strength. Furthermore, the gabion stone cage filling structure also includes stones 3, which are filled in the interior of the embedded mold 2. The stones 3 are 5 cm-10 cm higher than the top of the grid unit 1, which is conducive to filling the grid unit 1 densely.

[0032] In this embodiment, the number of grid units 1 is set to be multiple, such as Figure 4 As shown, the grid unit 1 is rectangular, 2m long, 1m wide, and 0.5m high, with an allowable error of ±3% for length and width and ±2% for height; multiple grid units 1 are formed in an integrally formed component, and the embedded molds 2 set in each grid unit 1 can be movably set and are independent of each other. The embedded molds 2 completed first can be recycled and applied to other areas to be constructed. The above-mentioned gabion stone cage filling structure is suitable for large-scale in-situ paving. An area of ​​220,000 square meters can be paved within a construction period of 45 days, with high work efficiency, low cost, and good aesthetics.

[0033] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent substitutions and improvements made within the spirit and principles of the present invention should be included in the protection scope of the present invention.

Claims

1. A gabion stone cage filling structure suitable for rapid paving, characterized in that: The invention comprises a grid unit (1) and an embedded mold (2), wherein the embedded mold (2) is a box structure which is connected from top to bottom and arranged along the circumference, the embedded mold (2) is placed inside the grid unit (1), and the embedded mold (2) is provided with a lifting lug (21) for lifting.

2. The gabion stone cage filling structure according to claim 1, characterized in that: The grid units (1) are provided in a plurality, and the plurality of grid units (1) are formed in an integrally formed component, and are movably arranged between the embedded molds (2).

3. The gabion stone cage filling structure according to claim 1, characterized in that: A gap is provided between the inner wall of the grid unit (1) and the embedded mold (2).

4. The gabion stone cage filling structure according to claim 3, characterized in that: The gap width is 3cm-5cm.

5. The gabion stone cage filling structure according to claim 1, characterized in that: The embedded mold (2) is higher than the grid unit (1).

6. The gabion stone cage filling structure according to claim 5, characterized in that: It also includes stones (3), the stones (3) are filled inside the embedded mold (2), and the stones (3) are 5 cm to 10 cm higher than the top of the grid unit (1).

7. The gabion stone cage filling structure according to any one of claims 1 to 6, characterized in that: The number of the lifting ears (21) is at least two, and the lifting ears (21) are arranged vertically upwards.

8. The gabion stone cage filling structure according to any one of claims 1 to 6, characterized in that: The embedded mold (2) and the grid unit (1) have the same shape, which is rectangular, hexagonal or triangular.

9. The gabion stone cage filling structure according to any one of claims 1 to 6, characterized in that: The grid unit (1) is rectangular, with a length of 2m±3%, a width of 1m±3%, and a height of 0.5m±2%.

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