CN212613366U - Steel plate structure - Google Patents
Steel plate structure Download PDFInfo
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- CN212613366U CN212613366U CN201922334722.1U CN201922334722U CN212613366U CN 212613366 U CN212613366 U CN 212613366U CN 201922334722 U CN201922334722 U CN 201922334722U CN 212613366 U CN212613366 U CN 212613366U
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Abstract
The utility model discloses a steel sheet structure, include: a composite steel sheet formed of corrugated sheets and flat sheets. The utility model discloses a scheme, the bearing capacity that can solve the steel sheet at least only through steel sheet thickness decision leads to under the big condition of pressure demand the steel sheet thickness thick and lead to the great problem of cost increase, reaches the effect that reduces the steel sheet cost under the big condition of pressure demand.
Description
Technical Field
The utility model belongs to the technical field of the building materials, concretely relates to steel sheet structure especially relates to a combined type steel sheet.
Background
The conditions that require the surface of the steel plate to be stressed are mainly divided into the conditions that internal pressure is stressed and the conditions that external pressure is stressed. When the pressure-bearing steel plate is used, the thickness of the steel plate can be determined according to the pressure and the minimum stressed area, but the structural stability can be guaranteed only by increasing the thickness of the steel plate, so that the system meets the requirements of the system working condition. Therefore, the required thickness of the steel plate is thicker under the condition of higher pressure requirement, so that the heavier the structure is, the higher the cost is, and the resources are wasted.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to the above-mentioned defect, provide a steel sheet structure to the bearing capacity of solving the steel sheet at least only through steel sheet thickness decision, lead to under the big circumstances of pressure demand the steel sheet thickness thick and lead to the great problem of cost increase, reach the effect that reduces the steel sheet cost under the big circumstances of pressure demand.
The utility model provides a steel plate structure, include: a composite steel sheet formed of corrugated sheets and flat sheets.
Optionally, in the composite steel plate, the number of the corrugated plates is one, and one corrugated plate comprises a first corrugated plate; the number of the flat plates is two, and the two flat plates comprise a first flat plate and a second flat plate; wherein, first flat board and second flat board, parallel arrangement are in the top and the bottom of first buckled plate.
Optionally, the first flat plate, the first corrugated plate and the second flat plate are welded and/or bonded together.
Optionally, in the composite steel plate, the number of the corrugated plates is one, and one corrugated plate comprises a second corrugated plate; the number of the flat plates is one, and one flat plate comprises a third flat plate; wherein the third flat plate is disposed on the top or bottom of the second corrugation plate.
Optionally, the second corrugated plate and the third flat plate are welded and/or bonded together.
Therefore, the utility model discloses a scheme is through the integrated configuration of steel sheet and buckled plate for satisfying under the same pressure operating mode, the very big reduction of steel weight that uses, the bearing capacity of solving the steel sheet at least only through steel sheet thickness decision, lead to under the big circumstances of pressure demand the steel sheet thickness thick and lead to the great problem of cost increase, reach the effect that reduces steel sheet cost under the big circumstances of pressure demand.
Additional features and advantages of the invention will be set forth in the description which follows, and in part will be obvious from the description, or may be learned by the practice of the invention.
The technical solution of the present invention is further described in detail by the accompanying drawings and examples.
Drawings
Fig. 1 is a schematic structural view of an embodiment of a steel plate structure of the present invention, specifically, a schematic structural view of a double-sided flat plate with a corrugated plate in the middle;
fig. 2 is a schematic structural view of another embodiment of the steel plate structure of the present invention, specifically a schematic structural view of a corrugated plate added in the middle of a single-sided flat plate.
With reference to the accompanying drawings, the embodiments of the present invention have the following reference numerals:
11-a first corrugated plate; 12-a first plate; 13-a second plate; 21-a second corrugated plate; 23-third plate.
Detailed Description
To make the purpose, technical solution and advantages of the present invention clearer, the following will combine the embodiments of the present invention and the corresponding drawings to clearly and completely describe the technical solution of the present invention. It is to be understood that the embodiments described are only some embodiments of the invention, and not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
The structures of some steel plates mainly comprise plates, profiles, corrugated plates and the like. The section bar is mainly used for structure building and framework use, and the plate and the corrugated plate are mainly used for surface laying and auxiliary stress use.
According to the utility model discloses an embodiment provides a steel sheet structure. Referring to fig. 1 and 2, a schematic structural diagram of an embodiment of a steel plate structure according to the present invention is shown. The steel plate structure may include: a composite steel sheet formed of corrugated sheets and flat sheets (e.g., plates). The steel plate structure, like clad steel plate or combined steel plate, can pass through the integrated configuration of steel sheet and buckled plate for satisfying under the same pressure operating mode, the very big reduction of steel weight that uses, thereby practice thrift construction cost, resources are saved.
The composite steel plate or the composite steel plate can be formed by combining or compounding a flat plate and a corrugated plate, the flat plate is welded and bonded with the corrugated pipe, the strength is improved, the steel consumption can be reduced, the cost is reduced, and resources are saved. Because the composite steel plate or the composite steel plate is formed by compounding the flat plate and the corrugated plate, the problems of insufficient rigidity of the flat plate, heavy structure, unstable local stress of the corrugated plate and the like are solved.
Alternatively, the composite steel plate or the composite steel plate may be formed in a form of a double-sided flat plate with a corrugated plate in the middle, as shown in fig. 1 for example. The clad steel plate or the composite steel plate may be formed in a form of a single-sided flat plate with a corrugated plate in the middle, as shown in fig. 2.
Specifically, the composite steel plate with the corrugated plates in the middle of the flat plates on the two sides has a simple structure and high strength. The thickness of the plate required to achieve the same strength relative to the plate is several times the thickness of the plate in the clad steel plate structure. Compared with a skeleton and flat plate structural member, the composite steel plate saves materials and is simple to construct. In addition, the composite steel plate can be applied to pipe manufacturing in a vacuum pipeline transportation system, replacement of various skin structures and the like.
As shown in fig. 1, in the composite steel plate, one corrugated plate may include the first corrugated plate 11. The number of plates is two, which may include a first plate 12 and a second plate 13. Wherein, the first flat plate 12 and the second flat plate 13 are disposed in parallel on the top and the bottom of the first corrugation plate 11.
Wherein, the first flat plate 12, the first corrugated plate 11 and the second flat plate 13 are welded and/or bonded together.
As shown in fig. 2, in the composite steel plate, the number of the corrugation plates is one, and one corrugation plate may include the second corrugation plate 21. The number of plates is one, and one plate may include the third plate 22. Wherein the third flat plate 22 is disposed on the top or bottom of the second corrugation plate 21.
Wherein, the second corrugated plate 21 and the third flat plate 22 are welded and/or bonded together.
That is, the clad steel sheet or the clad steel sheet can be produced by welding or bonding.
During welding, after the composite steel plates are respectively processed according to the process requirements, welding materials are added between the flat plates and the corrugated plates, and after the flat plates and the corrugated plates are placed in a high-temperature furnace and heated, the welding materials are melted, so that the flat plates and the corrugated plates are welded; if the welding can be carried out by adopting a vacuum lead welding furnace process, the vacuum high-temperature welding is recommended to be used, and the material performance can be maintained.
In addition, the composite steel plate or the composite steel plate, the flat plate and the corrugated plate can be made of various materials such as steel plates, stainless steel plates, aluminum plates and the like.
Through a large amount of experimental verifications, adopt the technical scheme of the utility model, through the integrated configuration of steel sheet and buckled plate for satisfying under the same pressure operating mode, the very big reduction of steel weight that uses, the bearing capacity of solving the steel sheet at least only passes through steel sheet thickness decision, leads to under the big circumstances of pressure demand the steel sheet thickness thick and lead to the great problem of cost increase, reaches the effect that reduces steel sheet cost under the big circumstances of pressure demand.
In summary, it is readily understood by those skilled in the art that the advantageous modes described above can be freely combined and superimposed without conflict.
The above description is only an example of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the scope of the claims of the present invention.
Claims (1)
1. A steel sheet structure, comprising: a composite steel plate formed of a corrugated plate and a flat plate;
in the composite steel plate, the number of the corrugated plates is one, and one corrugated plate comprises a second corrugated plate (21); the number of the flat plates is one, and one flat plate comprises a third flat plate (22); wherein the third flat plate (22) is arranged at the top or the bottom of the second corrugated plate (21);
the second corrugated plate (21) and the third flat plate (22) are arranged together by welding and/or bonding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922334722.1U CN212613366U (en) | 2019-12-23 | 2019-12-23 | Steel plate structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922334722.1U CN212613366U (en) | 2019-12-23 | 2019-12-23 | Steel plate structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212613366U true CN212613366U (en) | 2021-02-26 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922334722.1U Active CN212613366U (en) | 2019-12-23 | 2019-12-23 | Steel plate structure |
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| Country | Link |
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| CN (1) | CN212613366U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110863607A (en) * | 2019-12-23 | 2020-03-06 | 北京九州动脉隧道技术有限公司 | Steel plate structure |
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2019
- 2019-12-23 CN CN201922334722.1U patent/CN212613366U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110863607A (en) * | 2019-12-23 | 2020-03-06 | 北京九州动脉隧道技术有限公司 | Steel plate structure |
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