CN219931795U - Steel plate warehouse - Google Patents
Steel plate warehouse Download PDFInfo
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- CN219931795U CN219931795U CN202321476482.9U CN202321476482U CN219931795U CN 219931795 U CN219931795 U CN 219931795U CN 202321476482 U CN202321476482 U CN 202321476482U CN 219931795 U CN219931795 U CN 219931795U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 260
- 239000010959 steel Substances 0.000 title claims abstract description 260
- 230000000712 assembly Effects 0.000 claims abstract description 51
- 238000000429 assembly Methods 0.000 claims abstract description 51
- 238000003466 welding Methods 0.000 claims abstract description 37
- 230000003014 reinforcing effect Effects 0.000 claims description 15
- 238000009434 installation Methods 0.000 abstract description 19
- 238000010276 construction Methods 0.000 abstract description 6
- 230000009286 beneficial effect Effects 0.000 description 10
- 239000000463 material Substances 0.000 description 10
- 238000004519 manufacturing process Methods 0.000 description 8
- 210000001503 joint Anatomy 0.000 description 4
- 101100134058 Caenorhabditis elegans nth-1 gene Proteins 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 238000011900 installation process Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 239000004566 building material Substances 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000003245 coal Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000000565 sealant Substances 0.000 description 1
Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/10—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
- Y02A40/51—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture specially adapted for storing agricultural or horticultural products
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Abstract
The utility model relates to the technical field of steel plate warehouse installation, and discloses a steel plate warehouse, wherein a warehouse body comprises n annular steel plate components, and n is a positive integer greater than or equal to 2; n annular steel plate components are sequentially overlapped from top to bottom along the axial direction of the steel plate warehouse to form a warehouse body; the inner walls of the 2 nd to the n th annular steel plate assemblies are sequentially lapped on the outer walls of the 1 st to the n-1 st annular steel plate assemblies, and the lap joints of the adjacent annular steel plate assemblies are connected by welding; the bin top is connected with the top of the warehouse body through a connecting piece. According to the utility model, the plurality of annular steel plate assemblies are connected in a lap joint manner, so that the installation and construction of the warehouse body are simpler and more convenient, and the installation efficiency is higher; in addition, a plurality of annular steel plate assemblies make warehouse body from bottom to top's bore reduce gradually through the overlap joint in the axis direction of warehouse body, and then improve the stability of whole warehouse body.
Description
Technical Field
The utility model relates to the technical field of steel plate warehouse installation, in particular to a steel plate warehouse.
Background
The large steel plate warehouse can store granular, powdery, liquid and other materials, and has the advantages of light weight, high strength, good overall performance, convenient construction, environmental protection and the like due to the steel structure, so the steel plate warehouse is widely applied in the fields of industry and agriculture, food, brewing, coal, building materials, urban and rural areas, environmental protection industry and the like.
Traditional steel plate warehouse adopts butt joint's mode to install generally, needs to guarantee the high accuracy of installation, avoids having great installation error. However, in the actual installation process, due to the lack of measures for ensuring the accuracy of the butt joint of the steel plates, certain influence is caused on the strength and the air tightness of the steel plate warehouse.
Disclosure of Invention
In view of the above, the utility model provides a steel plate warehouse to solve the problems of low installation efficiency and high installation accuracy requirement of the traditional steel plate warehouse.
In a first aspect, the present utility model provides a steel plate warehouse, comprising:
the warehouse body comprises n annular steel plate assemblies, wherein n is a positive integer greater than or equal to 2; n annular steel plate assemblies are distributed from top to bottom along the axis direction of the steel plate warehouse and are sequentially overlapped to form the warehouse body; the inner walls of the 2 nd to the n th annular steel plate assemblies are sequentially lapped on the outer walls of the 1 st to the n-1 st annular steel plate assemblies, and the lap joints of the adjacent annular steel plate assemblies are connected by welding;
the bin top is connected with the top of the warehouse body through a connecting piece.
The beneficial effects are that: according to the utility model, the plurality of annular steel plate assemblies are connected in a lap joint manner, so that the installation and construction of the warehouse body are simpler and more convenient, the installation efficiency is higher, and the connection strength of the warehouse body of the steel plate warehouse can be increased to a certain extent; in addition, a plurality of annular steel plate assemblies make warehouse body from bottom to top's bore reduce gradually through the overlap joint in the axis direction of warehouse body, and then improve the stability of whole warehouse body.
In an alternative embodiment, the annular steel plate assembly comprises a plurality of first steel plates, and the first steel plates are sequentially connected end to end along the circumferential direction of the steel plate warehouse to form an annular shape.
The beneficial effects are that: the annular steel plate assembly is arranged into a plurality of first steel plates, so that mass production can be performed, and the production cost is reduced; and when a certain first steel plate is damaged, after the specification and the materials of the first steel plate are unified, the new and old first steel plates can be exchanged, so that the maintenance cost is reduced.
In an alternative embodiment, a first weld is formed at a weld of adjacent first steel plates in the annular steel plate assembly; the first welding seams in the adjacent annular steel plate assemblies are arranged in a staggered mode.
The beneficial effects are that: the first welding seam on the first steel plate in the adjacent annular steel plate assembly in the annular steel plate assembly is arranged in a staggered mode, and the overall connection stability and the connection strength of the warehouse body are improved.
In an alternative embodiment, the overlapping lengths of adjacent annular steel plate assemblies gradually increase from top to bottom along the axial direction of the steel plate warehouse.
The beneficial effects are that: from top to bottom along the axis direction of steel sheet warehouse through the overlap joint length of progressively increasing adjacent annular steel sheet subassembly to increase the joint strength of adjacent annular steel sheet subassembly overlap joint department, improve stable support for the top structure of steel sheet warehouse.
In an alternative embodiment, a plurality of reinforcing ribs are arranged on the inner wall of the annular steel plate assembly, and the reinforcing ribs on the inner wall of the adjacent annular steel plate assembly are arranged along the axial direction of the steel plate warehouse.
The beneficial effects are that: through setting up the strengthening rib to increase annular steel sheet subassembly's intensity and rigidity, reduce the influence that the material produced annular steel sheet subassembly in steel sheet warehouse radial direction.
In an alternative embodiment, a plurality of reinforcing ribs are arranged on the outer wall of the annular steel plate assembly, and the reinforcing ribs are arranged along the circumferential direction of the steel plate warehouse.
The beneficial effects are that: through setting up the strengthening rib to increase annular steel sheet subassembly's intensity and rigidity, reduce the influence that the material produced annular steel sheet subassembly in steel sheet warehouse week side direction (annular direction).
In an alternative embodiment, the bin top comprises a plurality of fan-shaped bin top plates, and the fan-shaped bin top plates are sequentially overlapped to form the bin top along the circumferential direction of the steel plate warehouse.
The beneficial effects are that: through connecting a plurality of fan-shaped storehouse roofs through the mode of overlap joint, make the installation construction on storehouse top more simple and convenient, installation effectiveness is higher to can also increase the joint strength on storehouse top of steel sheet warehouse to a certain extent.
In an alternative embodiment, the fan-shaped cabin top plate is formed by splicing a plurality of fan-shaped steel plate components, each fan-shaped steel plate component is formed by welding a plurality of second steel plates, a second welding line is formed at the welding position, and the second welding lines in the adjacent fan-shaped steel plate components are arranged in a staggered mode.
The beneficial effects are that: the fan-shaped bin top plate is integrated into zero, so that batch assembly and forming of the fan-shaped bin top plate are realized. In addition, the second welding seams of adjacent fan-shaped steel plate assemblies are arranged in a staggered mode, and the situation that the fan-shaped bin top plate is weak in connection strength at a certain position due to the fact that the second welding seams are excessively concentrated can be avoided, and potential safety hazards are generated.
In an alternative embodiment, the steel plate warehouse further comprises a foundation base, an embedded part is arranged on the foundation base, and the bottom of the warehouse body is connected with the embedded part through welding.
The beneficial effects are that: the warehouse body is connected with the foundation base in a mounting way through the embedded part. In addition, the problem of position error of the foundation base in the manufacturing process is solved by adjusting the relative position relation between the warehouse body and the embedded part.
In an alternative embodiment, the connecting piece is an angle steel, and the angle steel is arranged at one end of the bin top close to the warehouse body; the angle steel is connected with the warehouse body and the warehouse top through welding.
The beneficial effects are that: the connection strength and stability between the bin top and the warehouse body can be improved.
Drawings
In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the drawings that are needed in the description of the embodiments or the prior art will be briefly described, and it is obvious that the drawings in the description below are some embodiments of the present utility model, and other drawings can be obtained according to the drawings without inventive effort for a person skilled in the art.
Fig. 1 is a schematic structural view of a steel plate warehouse according to an embodiment of the present utility model;
fig. 2 is a schematic view of the warehouse body shown in fig. 1 connected in the axial direction;
FIG. 3 is an enlarged schematic view of a portion of FIG. 1A;
fig. 4 is a schematic connection diagram of a fan-shaped warehouse top plate in a steel plate warehouse according to an embodiment of the utility model;
fig. 5 is a schematic structural view of a fan-shaped warehouse top plate in a steel plate warehouse according to an embodiment of the utility model.
Reference numerals illustrate:
1. a warehouse body; 101. an annular steel plate assembly; 1011. reinforcing ribs; 2. a bin top; 201. a fan-shaped bin top plate; 2011. a second steel plate; 202. angle steel; 3. and (5) embedding the parts.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present utility model more apparent, the technical solutions of the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model, and it is apparent that the described embodiments are some embodiments of the present utility model, but not all embodiments of the present utility model. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Aiming at the problems of low installation efficiency and high installation accuracy requirement of the traditional steel plate warehouse, the utility model provides the steel plate warehouse.
Embodiments of the present utility model are described below with reference to fig. 1 to 5.
According to an embodiment of the present utility model, as shown in fig. 1 and 2, in one aspect, there is provided a steel plate warehouse including: a warehouse body 1 and a warehouse top 2.
Specifically, the warehouse body 1 includes n annular steel plate assemblies 101, n being a positive integer greater than or equal to 2; n annular steel plate assemblies 101 are sequentially overlapped from top to bottom along the axial direction of the steel plate warehouse to form a warehouse body 1; the inner walls of the 2 nd to the n th annular steel plate assemblies 101 are sequentially lapped on the outer walls of the 1 st to the n-1 st annular steel plate assemblies 101, and the lap joints of the adjacent annular steel plate assemblies 101 are connected by welding; the bin top 2 is connected with the top of the warehouse body 1 through a connecting piece.
In this embodiment, the adjacent annular steel plate assemblies 101 are connected in a lap joint manner, and then the lap joint portions of the adjacent annular steel plate assemblies 101 are welded. Specifically, the lap joint of the outer sides of the adjacent annular steel plate assemblies 101 is fully welded along the circumferential direction (the circumferential direction) of the steel plate warehouse, the lap joint of the inner sides of the adjacent annular steel plate assemblies 101 is intermittently welded along the circumferential direction (the circumferential direction) of the steel plate warehouse, and the lap joint of the inner sides of the adjacent annular steel plate assemblies 101, which is not welded, is coated with sealant, so that the requirements of the warehouse body 1 on the connection strength and the air tightness are met while the installation cost is reduced.
Further, taking n greater than 3 as an example, in order to improve the stability of the steel plate warehouse, the 1 st annular steel plate assembly 101 is lifted by a lifting device such as a crane, the 2 nd annular steel plate assembly 101 is disposed on the ground, the outer wall of the 1 st annular steel plate assembly 101 is lapped on the inner wall of the 2 nd annular steel plate assembly 101 from top to bottom along the axial direction of the steel plate warehouse, and the lap joint of the 1 st annular steel plate assembly 101 and the 2 nd annular steel plate assembly 101 is welded by adopting the welding method. And then arranging the 3 rd annular steel plate assembly 101 on the ground, lifting the connected 1 st annular steel plate assembly 101 and the 2 nd annular steel plate assembly 101 by using a lifting device, overlapping the outer wall of one end, far away from the 1 st annular steel plate assembly 101, of the 2 nd annular steel plate assembly 101 with the outer wall of the 3 rd annular steel plate assembly 101, and welding the overlapping part by adopting the welding mode. And so on, until the inner wall of the nth annular steel plate assembly 101 is lapped on the outer wall of the nth-1 annular steel plate assembly 101, and welding is carried out on the lap joint of the nth annular steel plate assembly 101 and the nth-1 annular steel plate assembly 101, so that the warehouse body 1 is installed. It can be appreciated that by adopting the lap joint mode, the strength of the warehouse body 1 is ensured, and the caliber of the steel plate warehouse from top to bottom gradually becomes larger, namely, the steel plate warehouse has the structural characteristics of large bottom radius and small top radius, the contact area between the bottom end of the steel plate warehouse and the ground is increased, and the stability of the whole steel plate warehouse is improved.
In addition, be provided with the connecting piece between the top of storehouse top 2 and warehouse body 1, can increase the joint strength and the stability between storehouse top 2 and warehouse body 1.
In a specific embodiment, the connecting piece is an angle steel 202, and the angle steel 202 is arranged at one end of the bin top 2 close to the warehouse body 1; the angle steel 202 is connected with the warehouse body 1 and the warehouse top 2 through welding. The installation construction of the warehouse body 1 and the warehouse top 2 is simpler and more convenient, the installation efficiency is higher, and the connection strength of the warehouse body 1 and the warehouse top 2 can be increased to a certain extent.
According to one embodiment of the present utility model, the annular steel plate assembly 101 includes a plurality of first steel plates that are sequentially connected end to end in a circumferential direction of the steel plate warehouse to form the annular steel plate assembly 101. In this embodiment, the connection portions between the adjacent first steel plates described below are welded to ensure the connection strength between the adjacent first steel plates.
It should be noted that, the diameter of the steel plate warehouse is typically 20 to 60 meters, and the diameter may be increased to 100 meters with special requirements, so that the annular steel plate assembly 101 as a whole cannot be manufactured. Because the diameter of the steel plate warehouse is larger, namely the diameter of the warehouse body 1 is larger, and the part of the annular steel plate assembly 101 is not arc-shaped on the small distance of the warehouse body 1 in the circumferential direction of the steel plate warehouse, the annular steel plate assembly 101 is designed into a plurality of first steel plates such as rectangular steel plates, square steel plates and the like, so that the mass production of the first steel plates is realized, and the production cost is reduced; and when a certain first steel plate in the annular steel plate assembly 101 is damaged, after the specification and the material of the first steel plate are unified, the new and old first steel plates can be exchanged, so that the maintenance cost is further reduced.
According to one embodiment of the utility model, the welds of adjacent first steel plates in the annular steel plate assembly 101 form a first weld; the first weld joint in adjacent annular steel plate assemblies 101 is disposed offset. The first welding seams in the adjacent annular steel plate assemblies 101 are arranged in a staggered mode, so that the overall connection stability and the connection strength of the warehouse body 1 can be improved, and the problem that the warehouse body 1 of the steel plate warehouse is weak in connection strength at a certain position and potential safety hazards are generated due to the fact that the first welding seams in the adjacent annular steel plate assemblies 101 are concentrated at the certain position is avoided.
According to one embodiment of the present utility model, the overlap length of adjacent annular steel plate assemblies 101 increases gradually from top to bottom in the axial direction of the steel plate warehouse.
It will be appreciated that the forces experienced by the annular steel plate assemblies 101 closer to the bottom of the steel plate warehouse (e.g., the weight of all the components above them) will be greater, and the strength of the connection required at the overlap between adjacent annular steel plate assemblies 101 closer to the bottom of the steel plate warehouse will also increase progressively. Therefore, from top to bottom along the axial direction of the steel plate warehouse, the joint strength of the joint can be enhanced by gradually increasing the joint length of the adjacent annular steel plate assemblies 101 and increasing the welding amount, and the stability of the steel plate warehouse can be improved.
In one example, taking n=8 as an example, from top to bottom along the axial direction of the steel plate warehouse, the overlap lengths between the 1 st to 4 th annular steel plate assemblies 101 are the same, the overlap lengths between the 4 th to 6 th annular steel plate assemblies 101 are the same and greater than the overlap lengths between the 1 st to 4 th annular steel plate assemblies 101, and the overlap lengths between the 6 th to 8 th annular steel plate assemblies 101 are the same and greater than the overlap lengths between the 4 th to 6 th annular steel plate assemblies 101. It can be appreciated that the overlap length between adjacent annular steel plate assemblies 101 can be adjusted according to practical situations from top to bottom along the axial direction of the steel plate warehouse, so long as the requirement of the warehouse body 1 on overlap strength is met, stable support can be improved for the upper structure of the steel plate warehouse.
In addition, the thickness of the annular steel plate assembly 101 positioned at different positions can be further adjusted according to the distance relation between the annular steel plate assembly 101 and the bottom of the steel plate warehouse.
Example 1:
not shown in the figure, taking n=10 as an example, the thickness of the 1 st to 10 th annular steel plate assemblies 101 (or the first steel plates) is gradually increased from top to bottom along the axial direction of the steel plate warehouse, so as to meet the requirement of the warehouse body 1 on the connection strength of the annular steel plate assemblies 101.
Example 2:
not shown in the drawing, taking n=14 as an example, the thicknesses of the 1 st to 5 th annular steel plate assemblies 101 are the same, the thicknesses of the 6 th to 7 th annular steel plate assemblies 101 are the same, and the thicknesses of the 8 th to 14 th annular steel plate assemblies 101 are the same from top to bottom in the axial direction of the steel plate warehouse. It will be appreciated that the thickness of the 6 th annular steel plate assembly 101 is greater than the thickness of the 5 th annular steel plate assembly 101, and that the thickness of the 8 th annular steel plate assembly 101 is greater than the thickness of the 7 th annular steel plate assembly 101.
According to one embodiment of the present utility model, a plurality of reinforcing ribs 1011 are provided on the inner wall of the annular steel plate assembly 101, and the reinforcing ribs 1011 on the inner wall of the adjacent annular steel plate assembly 101 are provided along the axial direction of the steel plate warehouse.
When the material gets into in the steel sheet warehouse, can produce the inner wall to warehouse body 1 and can produce vertical (the axial of steel sheet warehouse) frictional force and horizontal (the radial of steel sheet warehouse) lateral pressure, can attenuate the thickness of annular steel sheet subassembly 101 and change the shape of annular steel sheet subassembly 101 when long-term use, and then influence the structural security. Therefore, the plurality of reinforcing ribs 1011 are arranged on the inner wall of the annular steel plate assembly 101 along the axial direction of the steel plate warehouse, so that the self strength and rigidity of the annular steel plate assembly 101 can be increased, and the influence of materials on the annular steel plate assembly 101 in the vertical direction and the horizontal direction of the steel plate warehouse can be reduced.
According to an embodiment of the present utility model, a plurality of reinforcing ribs 1011 are provided on the outer wall of the annular steel plate assembly 101, the reinforcing ribs 1011 being provided along the circumferential direction of the steel plate warehouse. It will be appreciated that the forces of the material on the annular steel plate assembly 101 can be split into forces in the radial direction of the steel plate warehouse and forces in the circumferential direction of the steel plate warehouse. In order to overcome the influence of the force of the material in the circumferential direction of the steel plate warehouse on the annular steel plate assembly 101, it is necessary to provide the reinforcing ribs 1011 on the annular steel plate assembly 101 in the circumferential direction of the steel plate warehouse, thereby increasing the strength and rigidity of the annular steel plate assembly 101 in this direction.
In this embodiment, a method for solving the influence of the force of the material along the radial direction of the steel plate warehouse on the annular steel plate assembly 101 is identical to the manner in the above embodiment, and will not be described herein.
According to one embodiment of the utility model, the bin top 2 comprises a plurality of fan-shaped bin top plates 201, and the plurality of fan-shaped bin top plates 201 are sequentially overlapped along the circumferential direction of the steel plate warehouse to form the bin top 2.
Through connecting a plurality of fan-shaped roof boards 201 through the mode of overlap joint, make the installation construction of roof 2 more simple and convenient, installation effectiveness is higher to can also increase the joint strength of roof 2 of steel sheet warehouse to a certain extent.
According to one embodiment of the utility model, the fan-shaped cabin top plate 201 is formed by splicing a plurality of fan-shaped steel plate components, each fan-shaped steel plate component is formed by welding a plurality of second steel plates 2011, a second welding seam is formed at the welding position, and the second welding seams in the adjacent fan-shaped steel plate components are arranged in a staggered mode. It will be appreciated that, due to the larger diameter of the warehouse body 1, the corresponding roof 2 also has a larger size, and that direct production and manufacture of large-sized fan-shaped roof panels 201 cannot be achieved. Therefore, it is necessary to cut the produced steel sheet, for example, a rectangular steel sheet, a square steel sheet, or the like, to form the second steel sheet 2011. The second steel plates 2011 are spliced to form the sector-shaped warehouse top plate 201 with a required size under the condition of ensuring the maximum utilization rate of the steel plates.
Further, the second welding seams of the adjacent fan-shaped steel plate assemblies are arranged in a staggered mode, and the situation that the fan-shaped bin top plate 201 is weak in connection strength at a certain position due to the fact that the second welding seams are excessively concentrated can be avoided, and potential safety hazards are generated.
According to one embodiment of the utility model, the steel plate warehouse further comprises a foundation base, the foundation base is provided with the embedded part 3, and the bottom of the warehouse body 1 is connected with the embedded part 3 through welding. In the embodiment, because the foundation base is formed by casting concrete in advance, the steel plate warehouse cannot be directly installed with the foundation base, and therefore the embedded part 3 is arranged on the foundation base in advance, and then the warehouse body 1 and the foundation base are connected through welding. In addition, in the installation process, the position error problem existing in the manufacturing process of the foundation base is solved by adjusting the position relation between the warehouse body 1 and the embedded part 3.
In this embodiment, in order to increase the connection strength between the bottom of the steel plate warehouse and the embedded part 3, an angle steel 202 may be further disposed at one end of the annular steel plate assembly 101 near the embedded part 3 along the circumferential direction thereof.
Although embodiments of the present utility model have been described in connection with the accompanying drawings, various modifications and variations may be made by those skilled in the art without departing from the spirit and scope of the utility model, and such modifications and variations fall within the scope of the utility model as defined by the appended claims.
Claims (10)
1. A steel plate warehouse, comprising:
the warehouse body (1) comprises n annular steel plate assemblies (101), wherein n is a positive integer greater than or equal to 2; n annular steel plate assemblies (101) are sequentially overlapped from top to bottom along the axial direction of the steel plate warehouse to form the warehouse body (1); the inner walls of the annular steel plate assemblies (101) from the 2 nd to the n th are sequentially overlapped on the outer walls of the annular steel plate assemblies (101) from the 1 st to the n-1 st, and the overlapped parts of the adjacent annular steel plate assemblies (101) are connected by welding;
the warehouse top (2) is connected with the top of the warehouse body (1) through a connecting piece.
2. The steel plate warehouse according to claim 1, characterized in that the annular steel plate assembly (101) comprises a plurality of first steel plates, which are welded end to end in sequence in the circumferential direction of the warehouse body to form an annular shape.
3. The steel plate warehouse according to claim 2, characterized in that the welds of adjacent first steel plates in the annular steel plate assembly (101) form a first weld; the first welding seams in the adjacent annular steel plate assemblies (101) are arranged in a staggered mode.
4. The steel plate warehouse according to claim 1, characterized in that the overlap length of adjacent annular steel plate assemblies (101) increases gradually from top to bottom in the axial direction of the steel plate warehouse.
5. The steel plate warehouse according to claim 1, characterized in that a plurality of reinforcing ribs (1011) are provided on the inner wall of the annular steel plate assembly (101), and the reinforcing ribs (1011) on the inner wall of the adjacent annular steel plate assembly (101) are provided along the axial direction of the steel plate warehouse.
6. The steel plate warehouse according to claim 1, characterized in that a plurality of reinforcing ribs (1011) are provided on the outer wall of the annular steel plate assembly (101), the reinforcing ribs (1011) being provided along the circumferential direction of the steel plate warehouse.
7. The steel plate warehouse according to claim 1, characterized in that the warehouse top (2) comprises a plurality of fan-shaped warehouse top plates (201), and the fan-shaped warehouse top plates (201) are sequentially overlapped to form the warehouse top (2) along the circumferential direction of the steel plate warehouse.
8. The steel plate warehouse according to claim 7, characterized in that the fan-shaped warehouse top plate (201) is formed by splicing a plurality of fan-shaped steel plate components, each fan-shaped steel plate component is formed by welding a plurality of second steel plates (2011), a second welding line is formed at the welding position, and the second welding lines in adjacent fan-shaped steel plate components are arranged in a staggered mode.
9. The steel plate warehouse according to any one of claims 1 to 8, further comprising a foundation base on which an embedded part (3) is provided, wherein the bottom of the warehouse body (1) is connected with the embedded part (3) by welding.
10. The steel plate warehouse according to any one of claims 1 to 8, characterized in that the connection piece is an angle steel (202), the angle steel (202) being arranged at one end of the warehouse top (2) close to the warehouse body (1); the angle steel (202) is connected with the warehouse body (1) and the warehouse top (2) through welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321476482.9U CN219931795U (en) | 2023-06-09 | 2023-06-09 | Steel plate warehouse |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321476482.9U CN219931795U (en) | 2023-06-09 | 2023-06-09 | Steel plate warehouse |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219931795U true CN219931795U (en) | 2023-10-31 |
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ID=88487869
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321476482.9U Active CN219931795U (en) | 2023-06-09 | 2023-06-09 | Steel plate warehouse |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219931795U (en) |
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2023
- 2023-06-09 CN CN202321476482.9U patent/CN219931795U/en active Active
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