CN211621987U - Steel beam embedded concrete wall internal structure - Google Patents
Steel beam embedded concrete wall internal structure Download PDFInfo
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- CN211621987U CN211621987U CN201821814713.1U CN201821814713U CN211621987U CN 211621987 U CN211621987 U CN 211621987U CN 201821814713 U CN201821814713 U CN 201821814713U CN 211621987 U CN211621987 U CN 211621987U
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Abstract
The utility model provides a structure with steel beams embedded in a concrete wall body, which is characterized by comprising a concrete wall, a fine stone concrete layer, steel beams, bolt holes, a steel backing plate and anchor bolts; the section of the concrete wall is of a concave reinforced concrete structure, and a groove is reserved in the middle of the right side of the concrete wall; a layer of fine stone concrete layer is laid at the reserved groove of the concrete wall, and an anchor bolt is embedded in the concrete wall; the anchor bolt is of a cylindrical steel structure, and a small hook with a bent bottom end is embedded in the concrete wall; the steel backing plate is of a plate-shaped steel structure, and the top end of the steel backing plate is connected with the steel beam through welding; the steel beam is of a steel structure, and the left end part of the steel beam is of a long circular hole type; the bottom end of the steel beam is provided with a bolt hole, and the left side of the steel beam is inserted into the concrete wall; filling and filling a concrete layer between the concrete wall and the steel beam to be compact; the bolt hole is of a cylindrical hollow steel structure.
Description
Technical Field
The utility model relates to a high-rise building field especially relates to a girder steel embedding concrete wall inner structure.
Background
High-rise building engineering is used as an important component of modern city building engineering, the more and more high-rise buildings rise in modern cities, and steel beams and concrete walls are mostly matched for use in the high-rise buildings, so that the service life of the high-rise buildings can be prolonged, but no steel beam is embedded into the concrete wall body.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to prior art's defect and not enough, provide a girder steel embedding concrete wall inner structure, this girder steel embedding concrete wall is internal can be through burying the crab-bolt and embedding in the concrete wall more effectual rigidity of strengthening the building at the internal girder steel of concrete wall underground, prolongs high-rise life, promotes high-rise security.
In order to achieve the above object, the utility model adopts the following technical scheme: the utility model provides a girder steel embedding concrete wall inner structure which characterized in that: comprises a concrete wall, a fine stone concrete layer, a steel beam, bolt holes, a steel base plate and anchor bolts; the section of the concrete wall is of a concave reinforced concrete structure, and a groove is reserved in the middle of the right side of the concrete wall; a layer of fine stone concrete layer is laid at the reserved groove of the concrete wall, and an anchor bolt is embedded in the concrete wall; a certain gap is formed between the fine stone concrete layer and the steel beam; the anchor bolt is of a cylindrical steel structure, and a small hook with a bent bottom end is embedded in the concrete wall; the top end of the anchor bolt is a vertical bolt which respectively penetrates through the steel base plate, the steel beam and the bolt hole; the steel backing plate is of a plate-shaped steel structure, and a bolt hole is formed in the steel backing plate; the top end of the steel base plate is connected with the steel beam through welding; the steel beam is of a steel structure, and the left end part of the steel beam is of a long circular hole type; the bottom end of the steel beam is provided with a bolt hole, and the left side of the steel beam is inserted into the concrete wall; filling and filling a concrete layer between the concrete wall and the steel beam to be compact; the bolt hole is of a cylindrical hollow steel structure.
Preferably, the anchor bolt has a radius in the range of 10-12 mm.
The utility model has the advantages that: the steel beam is embedded into the concrete wall body, so that the rigidity of a building can be effectively enhanced through anchor bolts embedded in the concrete wall and the steel beam embedded in the concrete wall body, the service life of a high-rise building is prolonged, and the safety of the high-rise building is improved.
Drawings
Fig. 1 is a schematic view of the overall structure of the embodiment of the present invention.
The mark in the attached figures is that 1 is a concrete wall, 2 is a fine stone concrete layer, 3 is a steel beam, 4 is a bolt hole, 5 is a steel backing plate, and 6 is an anchor 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 fig. 1, a steel beam 3 is embedded in a concrete wall body, which is characterized in that: comprises a concrete wall 1, a fine stone concrete layer 2, a steel beam 3, bolt holes 4, a steel base plate 5 and anchor bolts 6; the section of the concrete wall 1 is of a concave reinforced concrete structure, and a groove is reserved in the middle of the right side of the concrete wall 1; a fine stone concrete layer 2 is laid at the reserved groove of the concrete wall 1, and an anchor bolt 6 is embedded in the concrete wall 1; a certain gap is formed between the fine stone concrete layer 2 and the steel beam 3; the anchor bolt 6 is of a cylindrical steel structure, and a small hook with a bent bottom end is embedded in the concrete wall 1; the top end of the anchor bolt 6 is a vertical bolt which respectively penetrates through the steel backing plate 5, the steel beam 3 and the bolt hole 4; the steel backing plate 5 is of a plate-shaped steel structure, and the steel backing plate 5 is provided with a bolt hole 4; the top end of the steel backing plate 5 is connected with the steel beam 3 through welding; the steel beam 3 is of a steel structure, and the left end part of the steel beam 3 is of a long circular hole type; the bottom end of the steel beam 3 is provided with a bolt hole 4, and the left side of the steel beam 3 is inserted into the concrete wall 1; the concrete wall 1 and the steel beam 3 are tightly filled and grouted by a concrete layer; the bolt hole 4 is of a cylindrical hollow steel structure.
In specific implementation, the radius range of the anchor bolt 6 is 10-12 mm.
Claims (2)
1. The utility model provides a girder steel embedding concrete wall inner structure which characterized in that: comprises a concrete wall, a fine stone concrete layer, a steel beam, bolt holes, a steel base plate and anchor bolts; the section of the concrete wall is of a concave reinforced concrete structure, and a groove is reserved in the middle of the right side of the concrete wall; a layer of fine stone concrete layer is laid at the reserved groove of the concrete wall, and an anchor bolt is embedded in the concrete wall; a certain gap is formed between the fine stone concrete layer and the steel beam; the anchor bolt is of a cylindrical steel structure, and a small hook with a bent bottom end is embedded in the concrete wall; the top end of the anchor bolt is a vertical bolt which respectively penetrates through the steel base plate, the steel beam and the bolt hole; the steel backing plate is of a plate-shaped steel structure, and a bolt hole is formed in the steel backing plate; the top end of the steel base plate is connected with the steel beam through welding; the steel beam is of a steel structure, and the left end part of the steel beam is of a long circular hole type; the bottom end of the steel beam is provided with a bolt hole, and the left side of the steel beam is inserted into the concrete wall; filling and filling a concrete layer between the concrete wall and the steel beam to be compact; the bolt hole is of a cylindrical hollow steel structure.
2. The steel beam-embedded concrete wall body structure according to claim 1, wherein: the radius range of the anchor bolt is 10-12 mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201821814713.1U CN211621987U (en) | 2018-11-05 | 2018-11-05 | Steel beam embedded concrete wall internal structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201821814713.1U CN211621987U (en) | 2018-11-05 | 2018-11-05 | Steel beam embedded concrete wall internal structure |
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CN211621987U true CN211621987U (en) | 2020-10-02 |
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CN201821814713.1U Active CN211621987U (en) | 2018-11-05 | 2018-11-05 | Steel beam embedded concrete wall internal structure |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113417372A (en) * | 2021-07-01 | 2021-09-21 | 中铁大桥局第七工程有限公司 | Concrete tower column embedded bracket system and installation method |
CN113529968A (en) * | 2021-07-16 | 2021-10-22 | 合肥工业大学 | Steel beam and reinforced concrete shear wall node capable of adapting to vertical deformation difference between members |
-
2018
- 2018-11-05 CN CN201821814713.1U patent/CN211621987U/en active Active
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113417372A (en) * | 2021-07-01 | 2021-09-21 | 中铁大桥局第七工程有限公司 | Concrete tower column embedded bracket system and installation method |
CN113417372B (en) * | 2021-07-01 | 2023-02-28 | 中铁大桥局第七工程有限公司 | Concrete tower column embedded bracket system and installation method |
CN113529968A (en) * | 2021-07-16 | 2021-10-22 | 合肥工业大学 | Steel beam and reinforced concrete shear wall node capable of adapting to vertical deformation difference between members |
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