CN202765628U - Feed bin with reinforcing ribs - Google Patents
Feed bin with reinforcing ribs Download PDFInfo
- Publication number
- CN202765628U CN202765628U CN 201220420705 CN201220420705U CN202765628U CN 202765628 U CN202765628 U CN 202765628U CN 201220420705 CN201220420705 CN 201220420705 CN 201220420705 U CN201220420705 U CN 201220420705U CN 202765628 U CN202765628 U CN 202765628U
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- feed bin
- reinforced rib
- reinforcing ribs
- warehouse
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Abstract
The utility model relates to a material storing device, in particular to a feed bin with reinforcing ribs. The feed bin with the reinforcing ribs comprises a bin body. Side walls of the bin body are provided with the reinforcing ribs which are in an equidistance layer structure. The sizes of the reinforcing ribs sequentially increase by degrees from top layer to bottom layer. The reinforcing ribs between layers are parallel to each other. After the feed bin is full of materials, gravities of materials at different heights increase along with decrease of height from top to bottom. Capacity of the feed bin changes with the variations of the gravities of the materials in a one-to-one relationship, namely, the capacity of the feed bin increases along with decrease of height from top to bottom. The gravity of the material and the capacity of the feed bin are consistent and a fixed value at the same height, and thereby the capacity of the feed bin can be calculated by layers. The sizes and volumes of the reinforcing ribs are respectively confirmed according to the capacities of the feed bins on different layers. Bearing capacities of the reinforcing ribs are disposed by layers, and therefore the purposes of saving materials and cost are achieved. The feed bin with the reinforcing ribs has the advantages of being simple in structure, light and handy in volume and low in cost.
Description
Technical field
The utility model relates to a kind of storage equipment, relates in particular to the feed bin with reinforced rib of size that a kind of difference according to the feed bin height simple in structure, that volume is light and handy and cost is low is determined the reinforced rib size of feed bin.
Background technology
In the steel structure Storage Silo, all reinforced rib to be set on the sidewall of feed bin, the volume size of the reinforced rib of existing feed bin each several part is consistent, and being LOAD FOR result with load maximum in the feed bin locus, the volume size of reinforced rib determines the reinforced rib size, in the use procedure of reality, because magnitude of load is different on the feed bin each several part locus, this just causes loading material to be used by transition, causes waste of material, productive costs is higher, volume is heavy.
Summary of the invention
The purpose of this utility model is to overcome the deficiencies in the prior art and the feed bin with reinforced rib of the size of the reinforced rib size that a kind of difference according to the feed bin height simple in structure, that volume is light and handy and cost is low determines feed bin is provided.
The purpose of this utility model is achieved in that a kind of feed bin with reinforced rib, comprises warehouse, and equidistant layered arrangement has reinforced rib on the sidewall of warehouse, and the size of described reinforced rib increases progressively to bottom successively from top layer, and reinforced rib between layers is parallel to each other.
Described reinforced rib is channel-section steel or angle bar or band iron.
Described reinforced rib is fixed on the warehouse sidewall by the mode of welding.
The below of described warehouse is provided with supporting leg, and the end of supporting leg is provided with cushion block.
Described warehouse is wedge shape or trapezium structure.
The utlity model has following positive effect: the reinforced rib that on the sidewall of warehouse of the present utility model there is equidistant layered arrangement, the size of reinforced rib increases progressively to bottom successively from top layer, take full advantage of feed bin behind the carrying material, the gravity size is from top to bottom with highly reducing and increase on the material differing heights, feed bin load also changes with material gravity and becomes one-to-one relationship, namely also from top to bottom with highly reducing and increase, material gravity is consistent with the feed bin magnitude of load under sustained height, and be certain value, like this feed bin load just can be calculated in layering, determine respectively each layer reinforced rib size according to the different levels magnitude of load, configure by different level the reinforced rib load-carrying capacity, to reach material saving, save the purpose of cost, have simple in structure, the advantage that volume is light and handy and cost is low.
Description of drawings
Fig. 1 is the main TV structure schematic diagram of the feed bin with reinforced rib of the present utility model.
Fig. 2 is the left TV structure schematic diagram of the feed bin with reinforced rib of the present utility model.
Fig. 3 is the plan structure schematic diagram of the feed bin with reinforced rib of the present utility model.
Among the figure: 1, warehouse 2, reinforced rib 3, supporting leg 4, cushion block.
The specific embodiment
Embodiment 1
Such as Fig. 1, Fig. 2 and shown in Figure 3, a kind of feed bin with reinforced rib comprises warehouse 1, and equidistant layered arrangement has reinforced rib 2 on the sidewall of warehouse 1, and the size of described reinforced rib 2 increases progressively to bottom successively from top layer, and reinforced rib 2 between layers is parallel to each other.
Behind the feed bin carrying material of the present utility model, the gravity size is from top to bottom with highly reducing and increase on the material differing heights, feed bin load also changes with material gravity and becomes one-to-one relationship, namely also from top to bottom with highly reducing and increase, material gravity is consistent with the feed bin magnitude of load under sustained height, and is certain value.Like this feed bin load just can be calculated in layering, determined respectively each layer reinforced rib size according to the different levels magnitude of load, configure by different level the reinforced rib load-carrying capacity, with the purpose that reaches material saving, saves cost.
Embodiment 2
Such as Fig. 1, Fig. 2 and shown in Figure 3, a kind of feed bin with reinforced rib comprises warehouse 1, and equidistant layered arrangement has reinforced rib 2 on the sidewall of warehouse 1, and the size of described reinforced rib 2 increases progressively to bottom successively from top layer, and reinforced rib 2 between layers is parallel to each other.
Described reinforced rib 2 is channel-section steel or angle bar or band iron.
Behind the feed bin carrying material of the present utility model, the gravity size is from top to bottom with highly reducing and increase on the material differing heights, feed bin load also changes with material gravity and becomes one-to-one relationship, namely also from top to bottom with highly reducing and increase, material gravity is consistent with the feed bin magnitude of load under sustained height, and is certain value.Like this feed bin load just can be calculated in layering, determined respectively each layer reinforced rib size according to the different levels magnitude of load, configure by different level the reinforced rib load-carrying capacity, with the purpose that reaches material saving, saves cost.
Embodiment 3
Such as Fig. 1, Fig. 2 and shown in Figure 3, a kind of feed bin with reinforced rib comprises warehouse 1, and equidistant layered arrangement has reinforced rib 2 on the sidewall of warehouse 1, and the size of described reinforced rib 2 increases progressively to bottom successively from top layer, and reinforced rib 2 between layers is parallel to each other.
Described reinforced rib 2 is channel-section steel or angle bar or band iron.
Described reinforced rib 2 is fixed on warehouse 1 sidewall by the mode of welding.
Behind the feed bin carrying material of the present utility model, the gravity size is from top to bottom with highly reducing and increase on the material differing heights, feed bin load also changes with material gravity and becomes one-to-one relationship, namely also from top to bottom with highly reducing and increase, material gravity is consistent with the feed bin magnitude of load under sustained height, and is certain value.Like this feed bin load just can be calculated in layering, determined respectively each layer reinforced rib size according to the different levels magnitude of load, configure by different level the reinforced rib load-carrying capacity, with the purpose that reaches material saving, saves cost.
Embodiment 4
Such as Fig. 1, Fig. 2 and shown in Figure 3, a kind of feed bin with reinforced rib comprises warehouse 1, and equidistant layered arrangement has reinforced rib 2 on the sidewall of warehouse 1, and the size of described reinforced rib 2 increases progressively to bottom successively from top layer, and reinforced rib 2 between layers is parallel to each other.
Described reinforced rib 2 is channel-section steel or angle bar or band iron.
Described reinforced rib 2 is fixed on warehouse 1 sidewall by the mode of welding.
The below of described warehouse 1 is provided with supporting leg 3, and the end of supporting leg 3 is provided with cushion block 4.
Behind the feed bin carrying material of the present utility model, the gravity size is from top to bottom with highly reducing and increase on the material differing heights, feed bin load also changes with material gravity and becomes one-to-one relationship, namely also from top to bottom with highly reducing and increase, material gravity is consistent with the feed bin magnitude of load under sustained height, and is certain value.Like this feed bin load just can be calculated in layering, determined respectively each layer reinforced rib size according to the different levels magnitude of load, configure by different level the reinforced rib load-carrying capacity, with the purpose that reaches material saving, saves cost.
Embodiment 5
Such as Fig. 1, Fig. 2 and shown in Figure 3, a kind of feed bin with reinforced rib comprises warehouse 1, and equidistant layered arrangement has reinforced rib 2 on the sidewall of warehouse 1, and the size of described reinforced rib 2 increases progressively to bottom successively from top layer, and reinforced rib 2 between layers is parallel to each other.
Described reinforced rib 2 is channel-section steel or angle bar or band iron.
Described reinforced rib 2 is fixed on warehouse 1 sidewall by the mode of welding.
The below of described warehouse 1 is provided with supporting leg 3, and the end of supporting leg 3 is provided with cushion block 4.
Described warehouse 1 is wedge shape or trapezium structure.
Behind the feed bin carrying material of the present utility model, the gravity size is from top to bottom with highly reducing and increase on the material differing heights, feed bin load also changes with material gravity and becomes one-to-one relationship, namely also from top to bottom with highly reducing and increase, material gravity is consistent with the feed bin magnitude of load under sustained height, and is certain value.Like this feed bin load just can be calculated in layering, determined respectively each layer reinforced rib size according to the different levels magnitude of load, configure by different level the reinforced rib load-carrying capacity, with the purpose that reaches material saving, saves cost.
Claims (5)
1. the feed bin with reinforced rib comprises warehouse, and equidistant layered arrangement has reinforced rib on the sidewall of warehouse, and it is characterized in that: the size of described reinforced rib increases progressively to bottom successively from top layer, and reinforced rib between layers is parallel to each other.
2. the feed bin with reinforced rib according to claim 1, it is characterized in that: described reinforced rib is channel-section steel or angle bar or band iron.
3. the feed bin with reinforced rib according to claim 1 is characterized in that: described reinforced rib is fixed on the warehouse sidewall by the mode of welding.
4. the feed bin with reinforced rib according to claim 1, it is characterized in that: the below of described warehouse is provided with supporting leg, and the end of supporting leg is provided with cushion block.
5. the feed bin with reinforced rib according to claim 1, it is characterized in that: described warehouse is wedge shape or trapezium structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220420705 CN202765628U (en) | 2012-08-23 | 2012-08-23 | Feed bin with reinforcing ribs |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220420705 CN202765628U (en) | 2012-08-23 | 2012-08-23 | Feed bin with reinforcing ribs |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202765628U true CN202765628U (en) | 2013-03-06 |
Family
ID=47772220
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220420705 Expired - Fee Related CN202765628U (en) | 2012-08-23 | 2012-08-23 | Feed bin with reinforcing ribs |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202765628U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103434769A (en) * | 2013-08-02 | 2013-12-11 | 陈学军 | Hopper device |
| CN104675172A (en) * | 2013-11-27 | 2015-06-03 | 贵阳铝镁设计研究院有限公司 | Method for reducing manufacturing cost of material bin and material bin structure |
| CN105084028A (en) * | 2015-08-17 | 2015-11-25 | 王永范 | Square automatic operation silo |
| CN104326187B (en) * | 2014-09-15 | 2017-04-12 | 杭州能源环境工程有限公司 | Occlusion tank reinforcing structure and large-sized spiral double-flange occlusion tank applying spiral double-flange occlusion tank reinforcing structure |
-
2012
- 2012-08-23 CN CN 201220420705 patent/CN202765628U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103434769A (en) * | 2013-08-02 | 2013-12-11 | 陈学军 | Hopper device |
| CN104675172A (en) * | 2013-11-27 | 2015-06-03 | 贵阳铝镁设计研究院有限公司 | Method for reducing manufacturing cost of material bin and material bin structure |
| CN104326187B (en) * | 2014-09-15 | 2017-04-12 | 杭州能源环境工程有限公司 | Occlusion tank reinforcing structure and large-sized spiral double-flange occlusion tank applying spiral double-flange occlusion tank reinforcing structure |
| CN105084028A (en) * | 2015-08-17 | 2015-11-25 | 王永范 | Square automatic operation silo |
| CN105084028B (en) * | 2015-08-17 | 2017-11-14 | 王永范 | A kind of square automated job silo |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130306 Termination date: 20140823 |
|
| EXPY | Termination of patent right or utility model |