Fabricated quickly-deployed stock bin partition wall
By adopting prefabricated rapid deployment design in the silo partition walls, using the combination of concrete low walls, I-steel columns and corrugated plates, the problems of long construction cycle and high cost of existing silo partition walls are solved, and rapid construction and Efficient removal reduces costs and improves utilization.
Patent Information
- Application Number
- CN202421071438.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-05-16
- Publication Date
- 2025-02-18
- Estimated Expiration
- 2034-05-16
Smart Images
Figure CN222501290U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to an assembled fast-deployable silo partition wall. Background Art
[0002] Mixing station is a general term for large-scale machinery used for civil construction mixing construction in industrial construction. Mixing station can be used for base stabilized soil construction of high-grade highways, urban roads, squares, and airports. It can continuously mix and produce finished materials of fly ash gravel, lime stabilized soil, and industrial waste soil stabilized soil with different gradations. It can be seen that the mixing station is an important construction facility. During temporary construction, a silo partition wall needs to be built outside the mixing station to isolate the noise and dust generated by the mixing station during operation.
[0003] The on-site construction of a mixing station takes a relatively long period of time, especially the construction of the silo wall, which requires the use of formwork cast-in-place construction. After construction, the concrete must reach the designed strength before it can be put into use. The construction and waiting period is relatively long. For projects that need to be put into production quickly, there is a waiting period of at least half a month. This will seriously affect the progress of the project and reduce construction efficiency. After the project is completed, the existing silo wall needs to be destroyed, which is time-consuming to dismantle and cannot be reused. The construction and demolition costs are relatively high. Utility Model Content
[0004] The technical problem to be solved by the utility model is to provide an assembled fast-deployable silo partition wall to realize the rapid construction of the silo wall and improve the construction efficiency.
[0005] Based on the technical problems existing in the background technology, the utility model proposes an assembled quick-deployment silo partition wall, including a concrete low wall built on a concrete foundation, a plurality of evenly spaced embedded holes are left on the concrete low wall, and a plurality of I-beam columns are correspondingly arranged in the plurality of embedded holes, and a plurality of I-beam columns are fixed with corrugated plate fixing angle steels on the inner sides, and vertical corrugated plate fixing grooves are formed between the corrugated plate fixing angle steels on both sides and the edges of the I-beam columns, and a plurality of groups of corrugated plates are stacked in the corrugated plate fixing grooves.
[0006] Preferably, the embedded hole passes through the concrete low wall, that is, the I-beam column is inserted into the concrete foundation through the embedded hole, the embedded hole corresponds to the size of the I-beam column, and the height of the I-beam column is at least higher than the fixing angle steel of the corrugated plate and the overall height of the corrugated plate.
[0007] Preferably, the corrugated plate fixing angle steel is an L-shaped angle steel, three groups of the corrugated plate fixing angle steels are provided, and their overall height is at least higher than the overall height of the corrugated plate, and the width of the corrugated plate fixing groove corresponds to the overall width of the corrugated plate.
[0008] Preferably, the corrugated plate is a double-wave plate, and at least three groups of the corrugated plates are provided. The length of the corrugated plate should at least be smaller than the distance between the inner sides of the two I-beam columns and larger than the distance between the edges of the two I-beam columns, that is, the two ends of the corrugated plate are placed in the corrugated plate fixing groove.
[0009] Preferably, the corrugated plate fixing angle steel is welded to the inner side of the I-beam column, the corrugated plate is welded to the corrugated plate fixing angle steel, and each group of the corrugated plates are welded to each other.
[0010] Compared with the prior art, the assembled quick-deployment silo partition wall proposed in the utility model adopts the above technical solution and achieves the following technical effects:
[0011] 1. The utility model adopts corrugated guardrail as partition wall, which saves material cost and improves the utilization rate of waste products;
[0012] 2. During the installation process of the corrugated plate partition wall used in the utility model, the installation can be completed by simply using a crane to lift the corrugated plate into the corrugated plate fixing groove. The overall installation and removal are convenient and fast, which improves the construction efficiency of the silo partition wall and effectively shortens the construction and production time. BRIEF DESCRIPTION OF THE DRAWINGS
[0013] Figure 1 It is a schematic diagram of the overall three-dimensional structure of the utility model;
[0014] Figure 2 It is a partial three-dimensional structural schematic diagram of the utility model;
[0015] Figure 3 It is a schematic diagram of the partial structure disassembly of the utility model;
[0016] Figure 4 This is a schematic diagram of the inner structure of the I-beam of the utility model;
[0017] Figure 5 It is a schematic diagram of the connection between the inner side of the I-beam and the corrugated plate of the utility model.
[0018] In the figure: 1. Concrete foundation; 2. Concrete low wall; 21. Embedded hole; 3. I-beam column; 4. Corrugated plate fixing angle steel; 5. Corrugated plate fixing groove; 6. Corrugated plate. DETAILED DESCRIPTION
[0019] In the present invention, unless otherwise clearly specified and limited, the terms "installed", "connected", "connected", "fixed" and the like should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral one; it can be a mechanical connection, an electrical connection, or communication with each other; it can be a direct connection, or an indirect connection through an intermediate medium, it can be the internal connection of two elements or the interaction relationship between two elements, unless otherwise clearly defined. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.
[0020] In the present utility model, unless otherwise clearly specified and limited, a first feature being "above" or "below" a second feature may mean that the first and second features are in direct contact, or the first and second features are in indirect contact through an intermediate medium. Moreover, a first feature being "above", "above" or "above" a second feature may mean that the first feature is directly above or obliquely above the second feature, or simply means that the first feature is higher in level than the second feature. A first feature being "below", "below" or "below" a second feature may mean that the first feature is directly below or obliquely below the second feature, or simply means that the first feature is lower in level than the second feature.
[0021] Reference Figure 1-5 The utility model proposes an assembled quick-deployment silo partition wall, including a concrete low wall 2 built on a concrete foundation 1, a plurality of evenly spaced embedded holes 21 are left on the concrete low wall 2, and I-beam columns 3 are correspondingly arranged in the plurality of embedded holes 21, and corrugated plate fixing angle steels 4 are fixed on the inner sides of the plurality of I-beam columns 3, and vertical corrugated plate fixing grooves 5 are formed between the corrugated plate fixing angle steels 4 on both sides and the edges of the I-beam columns 3, and a plurality of groups of corrugated plates 6 are stacked in the corrugated plate fixing grooves 5.
[0022] Specifically, the embedded hole 21 passes through the concrete low wall 2, that is, the I-beam column 3 is inserted into the concrete foundation 1 through the embedded hole 21, and the embedded hole 21 corresponds to the size of the I-beam column 3, and the height of the I-beam column 3 is at least higher than the overall height of the corrugated plate fixing angle steel 4 and the corrugated plate 6.
[0023] Specifically, the corrugated plate fixing angle steel 4 is an L-shaped angle steel, three groups of corrugated plate fixing angle steels 4 are provided, and their overall height is at least higher than the overall height of the corrugated plate 6 , and the width of the corrugated plate fixing groove 5 corresponds to the overall width of the corrugated plate 6 .
[0024] Specifically, the corrugated plate 6 is a double-corrugated plate, and at least three groups of corrugated plates 6 are arranged. The length of the corrugated plate 6 should be at least smaller than the distance between the inner sides of the two I-beam columns 3, and larger than the distance between the edges of the two I-beam columns 3, that is, the two ends of the corrugated plate 6 are placed in the corrugated plate fixing groove 5.
[0025] Specifically, the corrugated plate fixing angle steel 4 is welded to the inner side of the I-beam column 3, the corrugated plate 6 is welded to the corrugated plate fixing angle steel 4, and each group of corrugated plates 6 are welded to each other to enhance the stability and sealing of the overall structure.
[0026] In this embodiment, a concrete foundation 1 is first cast on site to ensure the horizontality and strength of the foundation. A concrete low wall 2 is built on the concrete foundation 1, and a plurality of evenly spaced embedded holes 21 are reserved during the building process. These embedded holes 21 will penetrate the concrete low wall 2 so that the I-beam columns 3 can be inserted later. An I-beam column 3 that meets the design requirements is selected, and its height is ensured to be at least higher than the overall height of the corrugated plate fixing angle steel 4 and the corrugated plate 6. The I-beam column 3 is inserted into the embedded hole 21 to ensure that the I-beam column 3 is stably fixed in the concrete foundation 1. An L-shaped corrugated plate fixing angle steel 4 is selected, and its height is at least higher than the overall height of the corrugated plate 6. The corrugated plate fixing angle steel 4 is welded on the inner side of the I-beam column 3 to form a vertical corrugated plate fixing groove 5. Ensure that the width of the corrugated plate fixing groove 5 matches the overall width of the corrugated plate 6.
[0027] In this embodiment, the embedded I-beam column 3 adopts I45 I-beam, and the corrugated plate fixing angle steel 4 is welded and fixed at a position 90 cm away from the edge of the I-beam column 3 to ensure a net distance of 90 cm, and the I-beam column 3 is inserted into the concrete foundation 1 to ensure the stability of the overall partition wall. The corrugated plate 6 adopts a double-corrugated plate with a length of 2990 mm, a width of 310 mm, a thickness of 3 mm, and a wave height of 85 mm. Three pieces of corrugated plate fixing angle steel 4 with a length of 70 cm, a width of 4 cm, and a thickness of 4 cm are used for welding and fixing.
[0028] In this embodiment, the weld quality of the butt weld is not less than level two, the corrugated plate fixing angle steel 4 is made of Q235B steel, and the welding rod is E50 series welding rod. After welding is completed, the corrugated plate 6 is slowly inserted into the corrugated plate fixing groove 5 on the inner side of the installed I-beam column 3 by manual labor and a truck crane. The overall partition wall structure is simply designed and can be quickly installed and disassembled, and is suitable for silo partition walls that need to be quickly deployed.
[0029] It is worth mentioning that in the actual assembly process, it only takes five days to be put into use. The structure is a recyclable structure, which is convenient for dismantling and secondary use, and can effectively reduce costs and improve utilization. The assembled rapid deployment silo partition wall is suitable for various material storage places that need to be isolated, such as granaries, coal bunkers, ore bunkers, etc., and is especially suitable for occasions where rapid deployment and construction of partition walls are required in emergency situations. This structural design not only improves construction efficiency, but also ensures safety and stability during use.
[0030] The above description is only a preferred specific implementation manner of the present invention, but the protection scope of the present invention is not limited thereto. Any technician familiar with the technical field can make equivalent replacements or changes within the technical scope disclosed by the present invention according to the technical scheme and the utility model concept of the present invention, which should be covered by the protection scope of the present invention.
Claims
1. An assembled quick-deployment silo partition wall, characterized in that: The invention comprises a concrete low wall (2) built on a concrete foundation (1), wherein a plurality of evenly spaced pre-buried holes (21) are provided on the concrete low wall (2), wherein I-beam columns (3) are correspondingly arranged in the plurality of pre-buried holes (21), and corrugated plate fixing angle steels (4) are fixed inside the plurality of I-beam columns (3), and vertical corrugated plate fixing grooves (5) are formed between the corrugated plate fixing angle steels (4) and the edges of the I-beam columns (3) on both sides, and a plurality of groups of corrugated plates (6) are stacked in the corrugated plate fixing grooves (5).
2. The assembled rapid deployment silo partition wall according to claim 1 is characterized in that: The embedded hole (21) passes through the concrete low wall (2), that is, the I-beam column (3) passes through the embedded hole (21) and is inserted into the concrete foundation (1). The embedded hole (21) corresponds to the size of the I-beam column (3), and the height of the I-beam column (3) is at least higher than the overall height of the corrugated plate fixing angle steel (4) and the corrugated plate (6).
3. The assembled rapid deployment silo partition wall according to claim 1 is characterized in that: The corrugated plate fixing angle steel (4) is an L-shaped angle steel, three groups of the corrugated plate fixing angle steel (4) are provided, and their overall height is at least higher than the overall height of the corrugated plate (6), and the width of the corrugated plate fixing groove (5) corresponds to the overall width of the corrugated plate (6).
4. The assembled rapid deployment silo partition wall according to claim 1 is characterized in that: The corrugated plate (6) is a double-corrugated plate, and at least three groups of the corrugated plates (6) are provided. The length of the corrugated plate (6) should at least be smaller than the distance between the inner sides of the two I-beam columns (3) and larger than the distance between the edges of the two I-beam columns (3), that is, both ends of the corrugated plate (6) are placed in the corrugated plate fixing groove (5).
5. The assembled rapid deployment silo partition wall according to claim 1 is characterized in that: The corrugated plate fixing angle steel (4) is welded to the inner side of the I-beam column (3), the corrugated plate (6) is welded to the corrugated plate fixing angle steel (4), and each group of the corrugated plates (6) are welded to each other.