CN211472870U - Steel beam and concrete wall connecting structure - Google Patents
Steel beam and concrete wall connecting structure Download PDFInfo
- Publication number
- CN211472870U CN211472870U CN201821821833.4U CN201821821833U CN211472870U CN 211472870 U CN211472870 U CN 211472870U CN 201821821833 U CN201821821833 U CN 201821821833U CN 211472870 U CN211472870 U CN 211472870U
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- steel
- concrete wall
- steel beam
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Abstract
The utility model provides a connecting structure of a steel beam and a concrete wall, which is characterized by comprising a section steel column, stiffening ribs, the concrete wall, a sealing plate, a connecting plate, the steel beam and high-strength bolts; the cross section of the concrete wall is of a rectangular structure, and a section steel column and a stiffening rib are embedded in the concrete wall; the section steel column is of a cylindrical steel structure, and two ends of the section steel column are connected with the stiffening ribs through welding; the stiffening ribs are of rectangular steel structures and are connected with the steel beams through welding; the sealing plate is of a rectangular steel structure, and the middle part of the outer side of the sealing plate is connected with the connecting plate through welding; the cross section of the steel beam is of a rectangular steel structure, and the top end and the bottom end of the steel beam are bonded with the stiffening ribs in an attaching mode through welding; the left side of the steel beam is inserted into the concrete wall and is fixedly connected with the concrete wall through a welding screw; the connecting plate is of a rectangular steel structure, and three bolt holes are formed in the connecting plate; the high-strength bolt is of a steel structure.
Description
Technical Field
The utility model relates to a super high-rise building field especially relates to a girder steel and concrete wall connection structure.
Background
In recent years, the number of domestic high-rise and super high-rise buildings is increasing, the heights of the buildings are increasing continuously, the structural forms of the buildings are changed, the use requirements of materials are also increased, steel beams are used more and more in the high-rise buildings, particularly steel structures and concrete walls are used in a matched mode, and a practical steel beam and concrete wall connecting structure is not provided at present.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to prior art's defect and not enough, provide a girder steel and concrete wall connection structure, this girder steel is connected with the concrete wall and can be through inserting the stress that the girder steel comes more even consumption stiff end in the concrete wall, prolongs high-rise building's life, improves the building security.
In order to achieve the above object, the utility model adopts the following technical scheme: the utility model provides a girder steel and concrete wall connection structure which characterized in that: the concrete wall comprises section steel columns, stiffening ribs, concrete walls, sealing plates, connecting plates, steel beams and high-strength bolts; the cross section of the concrete wall is of a rectangular structure, and a section steel column and a stiffening rib are embedded in the concrete wall; the section steel column is of a cylindrical steel structure, and two ends of the section steel column are connected with the stiffening ribs through welding; the stiffening rib is of a rectangular steel structure, the left end of the stiffening rib is embedded in the concrete wall, and the right end of the stiffening rib is connected with the steel beam through welding; the stiffening ribs penetrate through the sealing plate and are connected with the steel beam through welding; the sealing plate is of a rectangular steel structure and is embedded at the inner side of the concrete wall; the middle part of the outer side of the sealing plate is connected with the connecting plate through welding; the section of the steel beam is of a rectangular steel structure, and three bolt holes are formed in the steel beam; the steel beam is connected with the connecting plate through a high-strength bolt, and the top end and the bottom end of the steel beam are bonded with the stiffening ribs in an attaching mode through welding; the left side of the steel beam is inserted into the concrete wall and is fixedly connected with the concrete wall through a welding screw; the connecting plate is of a rectangular steel structure, and three bolt holes are formed in the connecting plate; the high-strength bolt is of a steel structure.
Preferably, the steel beam is inserted into the concrete wall in a length range of 2000mm to 3000 m.
The utility model has the advantages that: the steel beam and the concrete wall can be connected through inserting the steel beam into the concrete wall to more uniformly consume the stress of the fixed end, so that the service life of a high-rise building is prolonged, and the safety of the building is improved.
Drawings
Fig. 1 is a schematic view of the overall structure of the embodiment of the present invention.
The marks in the drawing are 1 section steel column, 2 stiffening rib, 3 concrete wall, 4 sealing plate, 5 connecting plate, 6 steel beam and 7 high-strength bolt.
Detailed Description
The preferred technical solution of the present invention will be further described with reference to the accompanying drawings and examples.
As shown in figure 1, a girder steel and concrete wall connection structure which characterized in that: the concrete wall sealing structure comprises a section steel column 1, stiffening ribs 2, a concrete wall 3, a sealing plate 4, a connecting plate 5, a steel beam 6 and a high-strength bolt 7; the section of the concrete wall 3 is a rectangular structure, and a section steel column 1 and a stiffening rib 2 are embedded in the concrete wall 3; the section steel column 1 is of a cylindrical steel structure, and two ends of the section steel column 1 are connected with the stiffening ribs 2 through welding; the stiffening rib 2 is of a rectangular steel structure, the left end of the stiffening rib 2 is embedded in the concrete wall 3, and the right end of the stiffening rib 2 is connected with the steel beam 6 through welding; the stiffening rib 2 penetrates through the sealing plate 4, and the stiffening rib 2 is connected with the steel beam 6 through welding; the sealing plate 4 is of a rectangular steel structure, and the sealing plate 4 is embedded in the inner side of the concrete wall 3; the middle part of the outer side of the sealing plate 4 is connected with a connecting plate 5 through welding; the section of the steel beam 6 is of a rectangular steel structure, and three bolt holes are formed in the steel beam 6; the steel beam 6 is connected with the connecting plate 5 through a high-strength bolt 7, and the top end and the bottom end of the steel beam 6 are attached and bonded with the stiffening rib 2 through welding; the left side of the steel beam 6 is inserted into the concrete wall 3 and is fixedly connected with the concrete wall 3 through a welding screw; the connecting plate 5 is of a rectangular steel structure, and three bolt holes are formed in the connecting plate 5; the high-strength bolt 7 is of a steel structure.
In specific implementation, the length range of the steel beam 6 inserted into the concrete wall 3 is 2000mm-3000 m.
Claims (2)
1. The utility model provides a girder steel and concrete wall connection structure which characterized in that: the concrete wall comprises section steel columns, stiffening ribs, concrete walls, sealing plates, connecting plates, steel beams and high-strength bolts; the cross section of the concrete wall is of a rectangular structure, and a section steel column and a stiffening rib are embedded in the concrete wall; the section steel column is of a cylindrical steel structure, and two ends of the section steel column are connected with the stiffening ribs through welding; the stiffening rib is of a rectangular steel structure, the left end of the stiffening rib is embedded in the concrete wall, and the right end of the stiffening rib is connected with the steel beam through welding; the stiffening ribs penetrate through the sealing plate and are connected with the steel beam through welding; the sealing plate is of a rectangular steel structure and is embedded at the inner side of the concrete wall; the middle part of the outer side of the sealing plate is connected with the connecting plate through welding; the section of the steel beam is of a rectangular steel structure, and three bolt holes are formed in the steel beam; the steel beam is connected with the connecting plate through a high-strength bolt, and the top end and the bottom end of the steel beam are bonded with the stiffening ribs in an attaching mode through welding; the left side of the steel beam is inserted into the concrete wall and is fixedly connected with the concrete wall through a welding screw; the connecting plate is of a rectangular steel structure, and three bolt holes are formed in the connecting plate; the high-strength bolt is of a steel structure.
2. A steel beam and concrete wall connection according to claim 1, wherein: the length range of the steel beam inserted into the concrete wall is 2000mm-3000 m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821821833.4U CN211472870U (en) | 2018-11-05 | 2018-11-05 | Steel beam and concrete wall connecting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821821833.4U CN211472870U (en) | 2018-11-05 | 2018-11-05 | Steel beam and concrete wall connecting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211472870U true CN211472870U (en) | 2020-09-11 |
Family
ID=72372801
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821821833.4U Expired - Fee Related CN211472870U (en) | 2018-11-05 | 2018-11-05 | Steel beam and concrete wall connecting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211472870U (en) |
-
2018
- 2018-11-05 CN CN201821821833.4U patent/CN211472870U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200911 Termination date: 20211105 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |