CN215368014U - Steel column and shear wall combined stress structure of steel-concrete assembled frame shear wall - Google Patents
Steel column and shear wall combined stress structure of steel-concrete assembled frame shear wall Download PDFInfo
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- CN215368014U CN215368014U CN202121381213.5U CN202121381213U CN215368014U CN 215368014 U CN215368014 U CN 215368014U CN 202121381213 U CN202121381213 U CN 202121381213U CN 215368014 U CN215368014 U CN 215368014U
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Abstract
A steel-concrete assembled frame shear wall steel column and shear wall combined stress structure relates to the technical field of steel-concrete assembled frames, in particular to a steel-concrete assembled frame shear wall steel column and shear wall combined stress structure. The shear wall steel column is provided with a connecting plate and a connecting bolt, the front end of the I-shaped steel cross beam is provided with a fixing plate, and the top of the I-shaped steel cross beam is provided with the connecting bolt; the connecting bolt is connected with the shear wall; the fixed plate is provided with a connecting through hole matched with the connecting plate, and two sides of the fixed plate are provided with shear wall steel column fixing holes; the connecting plate penetrates through the connecting through hole and is connected with a web plate of the I-shaped steel beam in a matched mode. The utility model has the advantages of time and labor saving without welding and other operations on the construction site.
Description
Technical Field
The utility model relates to the technical field of steel-concrete assembled frames, in particular to a combined stress structure of a steel column and a shear wall of a steel-concrete assembled frame shear wall.
Background
The assembled steel-concrete structure is one of the important directions for the development of building structures in China. When the fabricated steel-concrete structure is built, the combination of the shear wall steel column and the shear wall needs to bear force. The existing steel-concrete assembly type frame shear wall steel column and shear wall combined stress structure needs operations such as welding and the like on a construction site, and wastes time and labor.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a steel column and shear wall combined stress structure of a steel-concrete assembled frame shear wall, so as to achieve the purposes of time and labor saving without performing operations such as welding and the like on a construction site.
The steel-concrete assembled frame shear wall steel column and shear wall combined stress structure provided by the utility model comprises a shear wall steel column and an I-shaped steel cross beam, and is characterized in that the shear wall steel column is provided with a connecting plate and a connecting bolt, the front end of the I-shaped steel cross beam is provided with a fixing plate, and the top of the I-shaped steel cross beam is provided with the connecting bolt; the connecting bolt is connected with the shear wall; the fixed plate is provided with a connecting through hole matched with the connecting plate, and two sides of the fixed plate are provided with shear wall steel column fixing holes; the connecting plate penetrates through the connecting through hole and is connected with a web plate of the I-shaped steel beam in a matched mode.
Furthermore, a web plate fixing hole is formed in a web plate of the I-shaped steel beam, and a fixing nut is arranged on the other side of the web plate fixing hole; the connecting plate is provided with a clamping plate connecting hole matched with the web plate fixing hole.
Furthermore, the shear wall steel column is a cavity with a hollow interior, and self-compacting concrete is poured in the shear wall steel column.
Further, the connecting bolts on the shear wall steel column are arranged on two sides of the connecting plate.
The steel column of the steel-concrete assembled frame shear wall and the shear wall are combined to form a stress structure, the steel column of the shear wall is provided with a connecting plate, the front end of an I-shaped steel cross beam is provided with a fixing plate, the fixing plate is provided with a connecting through hole matched with the connecting plate, the connecting plate penetrates through the connecting through hole and is matched and connected with a web plate of the I-shaped steel cross beam, and the connecting plate is fixedly connected with the I-shaped steel cross beam. Shear wall steel column fixing holes are formed in two sides of the fixing plate, and fixing bolts penetrate through the shear wall steel column fixing holes to fix the fixing plate on the shear wall steel column. The shear wall steel column is provided with a connecting bolt, the top of the I-shaped steel cross beam is provided with a connecting bolt, and the connecting bolt is connected with the shear wall, so that the shear wall steel column and the shear wall are connected together to carry out combined stress. Therefore, the utility model has the advantages of time and labor saving without welding and other operations on the construction site.
Drawings
The accompanying drawings disclose, in part, specific embodiments of the present invention, wherein,
FIG. 1 is a schematic view of the structure of the present invention;
fig. 2 is a state diagram of the present invention in use.
Detailed Description
As shown in fig. 1, the steel-concrete assembled frame shear wall steel column and shear wall combined stress structure provided by the utility model comprises a shear wall steel column 1 and an i-shaped steel beam 2, wherein the shear wall steel column 1 is a hollow cavity and is provided with a connecting plate 4 and a connecting bolt 3, the front end of the i-shaped steel beam 2 is provided with a fixing plate 5, and the top of the i-shaped steel beam 2 is provided with the connecting bolt 3; the connecting bolt 3 is connected with the shear wall; the fixing plate 5 is provided with a connecting through hole 51 matched with the connecting plate 4, and two sides of the fixing plate 5 are provided with shear wall steel column fixing holes 52; the connecting plate 4 penetrates through the connecting through hole 51 and is connected with the web plate of the I-shaped steel cross beam 2 in a matching manner.
As shown in FIG. 2, when the connecting plate 4 is used, firstly, the connecting plate 4 penetrates through the connecting through hole 51 to be matched and connected with the web plate of the I-shaped steel beam 2, the connecting plate 4 is positioned on one side of the web plate of the I-shaped steel beam 2, and the connecting plate 2 is fixedly connected with the I-shaped steel beam 2. Then, shear wall steel column fixing holes 52 are formed in two sides of the fixing plate 5, and fixing bolts penetrate through the shear wall steel column fixing holes 52 to fix the fixing plate 5 on the shear wall steel columns 1. Finally, the shear wall steel column is provided with the connecting bolt 3, the top of the I-shaped steel cross beam is provided with the connecting bolt 3, and the connecting bolt 3 is connected with the shear wall 6, so that the shear wall steel column 1, the I-shaped steel cross beam 2 and the shear wall 6 are connected together to carry out combined stress, operations such as welding and the like in a construction site are not needed, and time and labor are saved.
A web plate fixing hole 21 is formed in a web plate of the I-shaped steel cross beam 2, and a fixing nut is arranged on the other side of the web plate fixing hole 21; the connecting plate 4 is provided with a clamping plate connecting hole 41 matched with the web plate fixing hole 21. After passing through the clamping plate connecting hole 41 and the web plate fixing hole 21, the fixing bolt is in threaded connection with the fixing nut, so that the connecting plate 4 is fixedly connected with the I-shaped steel cross beam 2, operations such as welding and the like are not needed on a construction site, and time and labor are saved.
The shear wall steel column 1 is a hollow cavity, and self-compacting concrete is poured in the shear wall steel column 1. The self-compacting concrete is used for reinforcing the fixed connection among the shear wall steel column 1, the I-shaped steel cross beam 2 and the shear wall 6, and combined stress is carried out, so that the structural stress is more reasonable.
The connecting bolts 3 on the shear wall steel column 1 are arranged on two sides of the connecting plate 4, so that the connecting plate 4 and the I-shaped steel beam 2 are conveniently connected to carry out combined stress, meanwhile, operations such as welding and the like on a construction site are not needed, and time and labor are saved.
Claims (4)
1. A steel-concrete assembly type frame shear wall steel column and shear wall combined stress structure comprises a shear wall steel column (1) and an I-shaped steel cross beam (2), and is characterized in that the shear wall steel column (1) is provided with a connecting plate (4) and a connecting bolt (3), the front end of the I-shaped steel cross beam (2) is provided with a fixing plate (5), and the top of the I-shaped steel cross beam (2) is provided with the connecting bolt (3); the connecting bolt (3) is connected with the shear wall; the fixing plate (5) is provided with a connecting through hole (51) matched with the connecting plate (4), and two sides of the fixing plate (5) are provided with shear wall steel column fixing holes (52); the connecting plate (4) penetrates through the connecting through hole (51) and is connected with a web plate of the I-shaped steel cross beam (2) in a matching mode.
2. The steel column and shear wall combined stress structure of the steel-concrete fabricated frame shear wall according to claim 1, wherein a web plate fixing hole (21) is formed in a web plate of the I-shaped steel cross beam (2), and a fixing nut is arranged on the other side of the web plate fixing hole (21); the connecting plate (4) is provided with a clamping plate connecting hole (41) matched with the web fixing hole (21).
3. The steel-concrete fabricated frame shear wall steel column and shear wall combined force-bearing structure as claimed in claim 1, wherein the shear wall steel column (1) is a hollow cavity, and self-compacting concrete is poured into the shear wall steel column (1).
4. The combined force structure of the steel column and the shear wall of the steel-concrete fabricated frame shear wall according to claim 1, wherein the connecting bolts (3) on the shear wall steel column (1) are arranged on two sides of the connecting plate (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121381213.5U CN215368014U (en) | 2021-06-22 | 2021-06-22 | Steel column and shear wall combined stress structure of steel-concrete assembled frame shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121381213.5U CN215368014U (en) | 2021-06-22 | 2021-06-22 | Steel column and shear wall combined stress structure of steel-concrete assembled frame shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215368014U true CN215368014U (en) | 2021-12-31 |
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ID=79604146
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121381213.5U Active CN215368014U (en) | 2021-06-22 | 2021-06-22 | Steel column and shear wall combined stress structure of steel-concrete assembled frame shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215368014U (en) |
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2021
- 2021-06-22 CN CN202121381213.5U patent/CN215368014U/en active Active
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