CN213233912U - Cold-formed thin-walled profile steel structure for steel structure concrete wall - Google Patents
Cold-formed thin-walled profile steel structure for steel structure concrete wall Download PDFInfo
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- CN213233912U CN213233912U CN202021277840.XU CN202021277840U CN213233912U CN 213233912 U CN213233912 U CN 213233912U CN 202021277840 U CN202021277840 U CN 202021277840U CN 213233912 U CN213233912 U CN 213233912U
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- steel
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- concrete wall
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 84
- 239000010959 steel Substances 0.000 title claims abstract description 84
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 12
- 238000010276 construction Methods 0.000 claims abstract description 9
- 238000005452 bending Methods 0.000 claims abstract description 6
- 239000004568 cement Substances 0.000 claims description 3
- 239000000835 fiber Substances 0.000 claims description 3
- 239000004570 mortar (masonry) Substances 0.000 claims description 3
- 238000007789 sealing Methods 0.000 claims description 3
- 238000004321 preservation Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000010622 cold drawing Methods 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model discloses a cold-bending thin-wall section steel structure for a steel structure concrete wall, which comprises a plurality of rectangular steel pipes distributed in parallel, wherein four corners between the adjacent rectangular steel pipes are fixedly connected together through symmetrically distributed connecting beams; a plurality of reinforcing steel plates are arranged on a vertical plane formed between the rectangular steel pipe and the connecting beam, and a plurality of wing plates are arranged on a horizontal plane; the reinforcing steel plates are symmetrically distributed in the front and back direction and adopt profiled steel plates in a wave shape; the wing plates are symmetrically distributed up and down, and the upper ends and the lower ends of the wing plates are arranged on the connecting beam in a diagonal manner; and a concrete layer is poured on the outer surface of the reinforced steel plate. The utility model is used for steel constructs concrete wall's clod wash thin wall shaped steel structure construction is convenient, and the structure is firm, and joint strength is high.
Description
Technical Field
The utility model relates to a sport equipment field especially relates to a cold-formed thin wall profiled steel structure for steel constructs concrete wall.
Background
The cold-bending thin-wall steel structure is a structure made of various cold-bending section steels. The cold-formed thin-walled steel section is formed by cold machining (cold bending, cold pressing or cold drawing) of a steel plate or strip steel with the thickness of 1.5-6 mm, the thickness of the same section part is the same, and the top of each corner of the section is in an arc shape. In industrial civil and agricultural buildings, various roof trusses, rigid frames, net racks, purlins, wall beams, wall columns and other structures and components can be manufactured by using thin-wall section steel. In order to improve the bulk strength of building, it is loaded down with trivial details to reduce the cylindrical steel bar construction among the traditional building work progress, the utility model provides a steel constructs concrete wall's clod wash thin wall type steel construction.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a clod wash thin wall type steel construction for steel constructs concrete wall solves the loaded down with trivial details problem of traditional reinforcing bar work progress.
In order to solve the technical problem, the utility model adopts the following technical scheme:
the utility model relates to a cold-formed thin-walled steel structure for steel structure concrete wall, which comprises a plurality of rectangular steel pipes distributed in parallel, wherein four corners between the adjacent rectangular steel pipes are fixedly connected together through symmetrically distributed connecting beams; a plurality of reinforcing steel plates are arranged on a vertical plane formed between the rectangular steel pipe and the connecting beam, and a plurality of wing plates are arranged on a horizontal plane; the reinforcing steel plates are symmetrically distributed in the front and back direction and adopt profiled steel plates in a wave shape; the wing plates are symmetrically distributed up and down, and the upper ends and the lower ends of the wing plates are arranged on the connecting beam in a diagonal manner; and a concrete layer is poured on the outer surface of the reinforced steel plate.
Furthermore, the rectangular steel pipe is in a cold-bending thin-wall type steel structure.
Furthermore, the connecting beam is of a C-shaped steel structure.
Further, the reinforcing steel plates are mounted on the connection beams by means of shear studs.
Furthermore, cement fiber mortar is filled in the rectangular steel tube.
Furthermore, a heat-insulating layer is arranged between the reinforced steel plate and the concrete layer, and a moisture-proof sealing film is arranged on the outer side of the heat-insulating layer.
Compared with the prior art, the utility model discloses a beneficial technological effect:
the utility model adopts rectangular steel pipe type, and can be directly poured, thereby saving time and labor; in the construction process, according to different length requirements, the appropriate rectangular steel pipes, the connecting beams, the reinforcing steel plates and the wing plates are selected for splicing, so that the method is convenient and quick; when outer layer concrete is poured, the contact area between the profiled steel sheet adopted by the reinforcing steel sheet and the concrete is increased, and the connection strength is improved; the heat preservation is located between concrete and the steel construction, and has laid the sealed film of dampproofing on the heat preservation outer wall, extension heat preservation life plays good heat preservation effect. In a word, the utility model is used for steel structure concrete wall's clod wash thin wall type steel construction is convenient, and the structure is firm, and joint strength is high.
Drawings
The present invention will be further explained with reference to the following description of the drawings.
FIG. 1 is a front view of a cold-formed thin-walled steel structure used for a steel-structured concrete wall;
FIG. 2 is a side view of the cold-formed thin-walled steel structure used for the steel structure concrete wall of the present invention;
FIG. 3 is a top view of the cold-formed thin-walled steel structure used for the steel-structured concrete wall of the present invention;
FIG. 4 is a schematic structural view of a reinforced steel plate poured concrete layer;
description of reference numerals: 1. a rectangular steel pipe; 2. a connecting beam; 3. reinforcing a steel plate; 4. a wing plate; 5. and a concrete layer.
Detailed Description
As shown in fig. 1 to 3, the cold-formed thin-walled steel structure for the steel concrete wall comprises a plurality of rectangular steel pipes 1 distributed in parallel, wherein the rectangular steel pipes 1 are cold-formed thin-walled steel structures. The rectangular steel pipe 1 is filled with cement fiber mortar, and pouring can be directly carried out during construction.
Four corners between the adjacent rectangular steel pipes 1 are fixedly connected together through symmetrically distributed connecting beams 2. The connecting beam 2 is of a C-shaped steel structure, and the opening faces the inner side of the rectangular steel pipe 1, so that the rectangular steel pipe 1 is supported and the overall strength is enhanced.
A plurality of reinforcing steel plates 3 are arranged on a vertical plane formed between the rectangular steel pipe 1 and the connecting beam 2, and a plurality of wing plates 4 are arranged on a horizontal plane. The reinforcing steel plates 3 are symmetrically distributed in the front and rear direction and are formed by profiled steel plates in a wave shape (as can be seen from fig. 4), and the reinforcing steel plates 3 are mounted on the connecting beam 2 through shear studs.
The pterygoid lamina 4 is upper and lower symmetric distribution, the upper and lower both ends of pterygoid lamina 4 are installed to the angle of formation in pairs on the tie-beam 2, improve and connect the steadiness.
As shown in fig. 4, a concrete layer 5 is cast on the outer surface of the reinforced steel plate 3. And a heat-insulating layer is laid between the reinforced steel plate 3 and the concrete layer 5, and a moisture-proof sealing film is laid on the outer side of the heat-insulating layer, so that the heat-insulating layer is prevented from being eroded by water in the concrete pouring process, the heat-insulating property is improved, and the service life is prolonged.
The above-mentioned embodiments are only intended to describe the preferred embodiments of the present invention, but not to limit the scope of the present invention, and those skilled in the art should also be able to make various modifications and improvements to the technical solution of the present invention without departing from the spirit of the present invention, and all such modifications and improvements are intended to fall within the scope of the present invention as defined in the appended claims.
Claims (6)
1. The utility model provides a clod wash thin wall type steel construction for steel constructs concrete wall body which characterized in that: the steel tube comprises a plurality of rectangular steel tubes (1) which are distributed in parallel, and four corners between every two adjacent rectangular steel tubes (1) are fixedly connected together through symmetrically distributed connecting beams (2); a plurality of reinforcing steel plates (3) are arranged on a vertical plane formed between the rectangular steel pipe (1) and the connecting beam (2), and a plurality of wing plates (4) are arranged on a horizontal plane; the reinforcing steel plates (3) are symmetrically distributed in the front and back direction and adopt wavy profiled steel plates; the wing plates (4) are distributed in an up-down symmetrical mode, and the upper end and the lower end of each wing plate (4) are arranged on the connecting beam (2) in a diagonal mode; and a concrete layer (5) is poured on the outer surface of the reinforced steel plate (3).
2. The cold-bent thin-walled steel structure for a steel-constructed concrete wall according to claim 1, characterized in that: the rectangular steel pipe (1) is in a cold-bending thin-wall type steel structure.
3. The cold-bent thin-walled steel structure for a steel-constructed concrete wall according to claim 1, characterized in that: the connecting beam (2) is of a C-shaped steel structure.
4. The cold-bent thin-walled steel structure for a steel-constructed concrete wall according to claim 1, characterized in that: the reinforced steel plates (3) are mounted on the connecting beams (2) through shear-resistant studs.
5. The cold-bent thin-walled steel structure for a steel-constructed concrete wall according to claim 1, characterized in that: and cement fiber mortar is filled in the rectangular steel pipe (1).
6. The cold-bent thin-walled steel structure for a steel-constructed concrete wall according to claim 1, characterized in that: and a heat-insulating layer is arranged between the reinforced steel plate (3) and the concrete layer (5), and a moisture-proof sealing film is arranged on the outer side of the heat-insulating layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021277840.XU CN213233912U (en) | 2020-07-02 | 2020-07-02 | Cold-formed thin-walled profile steel structure for steel structure concrete wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021277840.XU CN213233912U (en) | 2020-07-02 | 2020-07-02 | Cold-formed thin-walled profile steel structure for steel structure concrete wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213233912U true CN213233912U (en) | 2021-05-18 |
Family
ID=75886532
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021277840.XU Active CN213233912U (en) | 2020-07-02 | 2020-07-02 | Cold-formed thin-walled profile steel structure for steel structure concrete wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213233912U (en) |
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2020
- 2020-07-02 CN CN202021277840.XU patent/CN213233912U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240809 Address after: 043200 First Resident Group, Weilin Village, Huayu Town, Jishan County, Yuncheng City, Shanxi Province Patentee after: Niu Erbin Country or region after: China Address before: 063600 Industrial Agglomeration Zone of Leting County, Tangshan City, Hebei Province Patentee before: Tangshan Dongjiang Steel Structure Engineering Co.,Ltd. Country or region before: China |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240815 Address after: 500 meters north of the intersection of Zhenxing Road and Yuying Street, Jishan County, Yuncheng City, Shanxi Province 043200 Patentee after: Jishan tianshengda Construction Engineering Co.,Ltd. Country or region after: China Address before: 043200 First Resident Group, Weilin Village, Huayu Town, Jishan County, Yuncheng City, Shanxi Province Patentee before: Niu Erbin Country or region before: China |
|
| TR01 | Transfer of patent right |