CN220580215U - Steel construction and dry wall connection structure - Google Patents
Steel construction and dry wall connection structure Download PDFInfo
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- CN220580215U CN220580215U CN202322140098.8U CN202322140098U CN220580215U CN 220580215 U CN220580215 U CN 220580215U CN 202322140098 U CN202322140098 U CN 202322140098U CN 220580215 U CN220580215 U CN 220580215U
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- dry wall
- hanging beam
- wall structure
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- steel
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 37
- 239000010959 steel Substances 0.000 title claims abstract description 37
- 238000010276 construction Methods 0.000 title claims description 7
- 239000011449 brick Substances 0.000 claims abstract description 10
- 230000008719 thickening Effects 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 6
- 238000000034 method Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 210000002435 tendon Anatomy 0.000 description 1
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Abstract
The utility model relates to the technical field of constructional engineering, and particularly discloses a steel structure and dry wall connection structure, which comprises a dry wall structure, a floor slab and a hanging beam, wherein the hanging beam is embedded in the dry wall structure, and the floor slab is arranged at the upper part of the dry wall structure; the wall structure adopts a double-layer structure formed by piling up the clear water bricks, the section of the hanging beam is of an L-shaped structure, one part of the hanging beam is embedded in the clear water bricks, and the other part of the hanging beam is arranged against the wall structure; the outer side of the hanging beam is provided with an embedded part I, and the embedded part I is kept flush with the outer surface of the dry wall structure; the inner side of the hanging beam is provided with a second embedded part which is connected with the steel frame column; according to the utility model, the hanging beam is arranged in the dry wall, the hanging beam and the dry wall are connected into a whole, and two groups of embedded parts are respectively arranged at two sides of the hanging beam, so that the hanging beam and the dry wall are ensured to have high enough connection strength; the stress performance is good, and the energy-saving and fireproof performance of the building is not affected.
Description
Technical Field
The utility model relates to the technical field of constructional engineering, in particular to a steel structure and dry wall connection structure.
Background
Under the building industry background of green low-carbon construction, because steel has advantages such as light in weight, intensity is high, toughness is good, and the building of major structure form for steel construction is increased more and more, when outer eaves adopts the dry wall, because steel itself expend with heat and contract with cold's characteristic, adopts steel construction and dry wall to directly be connected, and the difference of two kinds of material contractility is great, causes the quality hidden danger easily, probably causes the dry wall to drop when serious, and node department energy-conservation, fire prevention are handled more complicacy simultaneously.
Disclosure of Invention
The utility model aims to provide a steel structure and dry wall connecting structure so as to solve the problems in the background technology.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the steel structure and dry wall connection structure comprises a dry wall structure, a floor slab and a hanging beam, wherein the hanging beam is perpendicular to the dry wall structure, and the floor slab is arranged on the upper part of the dry wall structure; the wall structure is a double-layer structure formed by piling up the clear water bricks, the section of the hanging beam is of an L-shaped structure, one part of the hanging beam is embedded in the clear water bricks, and the other part of the hanging beam is arranged against the wall structure; the outer side of the hanging beam is provided with an embedded part I, and the embedded part I is kept flush with the outer surface of the dry wall structure; and the inner side of the hanging beam is provided with a second embedded part which is connected with the steel frame column.
Preferably, the first embedded part is arranged in a strip-shaped structure and is embedded in the dry wall structure along the horizontal direction.
Preferably, the second embedded part is arranged as channel steel, and the second embedded part and the steel frame column are fixed through welding.
Preferably, the junction of the dry wall structure and the floor slab is provided with a plate bottom thickening member, and a plurality of tie bars are transversely arranged in the dry wall structure.
Preferably, the hanging beams are provided with a plurality of groups on the same horizontal height, the distance between the adjacent hanging beams is not less than 1.5 meters, and the adjacent hanging beams are connected through steel frame columns.
Compared with the prior art, the utility model has the beneficial effects that: according to the utility model, the hanging beam is arranged in the dry wall, the hanging beam and the dry wall are connected into a whole, and two groups of embedded parts are respectively arranged on two sides of the hanging beam; the first embedded part on the outer side can extend the bearing surface of the hanging beam and the dry wall structure, so that the reliability is enhanced; the embedded part II on the inner side is connected with the steel structure, and meanwhile, a plurality of groups of hanging beams are connected to increase the stability of the hanging beams; the bearing performance is good, the energy-saving and fireproof performance of the building is not affected, the connection stability of the dry wall and the steel structure can be enhanced, and the method is reliable.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
reference numerals in the drawings: 1. a dry wall structure; 2. a floor slab; 3. a hanging beam; 4. a steel frame column; 5. an embedded part I; 6. an embedded part II; 7. a thickened plate bottom member; 8. and (5) drawknot tendons.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
In the description of the present utility model, it should be noted that the azimuth or positional relationship indicated by the terms "vertical", "upper", "lower", "horizontal", etc. are based on the azimuth or positional relationship shown in the drawings, and are merely for convenience of describing the present utility model and simplifying the description, and do not indicate or imply that the apparatus or element referred to must have a specific azimuth, be constructed and operated in a specific azimuth, and thus should not be construed as limiting the present utility model.
In the description of the present utility model, it should also be noted that, unless explicitly specified and limited otherwise, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present utility model can be understood by those of ordinary skill in the art according to the specific circumstances.
Referring to fig. 1, the present utility model provides a technical solution: the steel structure and dry wall connection structure comprises a dry wall structure 1, a floor slab 2 and a hanging beam 3, wherein the hanging beam 3 is perpendicular to the dry wall structure 1, and the floor slab 2 is arranged on the upper part of the dry wall structure 1; the dry wall structure 1 is a double-layer structure formed by piling up clear water bricks, the section of the hanging beam 3 is of an L-shaped structure, one part of the hanging beam 3 is embedded in the clear water bricks, and the other part of the hanging beam 3 is arranged against the dry wall structure 1; the outside of the hanging beam 3 is provided with an embedded part I5, and the embedded part I5 is kept flush with the outer surface of the dry wall structure 1; an embedded part II 6 is arranged on the inner side of the hanging beam 3, and the embedded part II 6 is connected with the steel frame column 4.
Furthermore, the first embedded part 5 is arranged to be a strip-shaped structure and is embedded in the dry wall structure 1 along the horizontal direction.
Further, the embedded part II 6 is arranged to be channel steel, and the embedded part II 6 and the steel frame column 4 are fixed through welding.
Furthermore, the junction of the dry wall structure 1 and the floor slab 2 is provided with a slab bottom thickening member 7, and a plurality of tie bars 8 are transversely arranged in the dry wall structure 1.
Further, the hanging beams 3 are provided with a plurality of groups on the same horizontal height, the distance between the adjacent hanging beams 3 is not less than 1.5 meters, and the adjacent hanging beams 3 are connected through the steel frame column 4.
Working principle: in the actual use process, the dry wall structure 1 is piled up by using the bare bricks, and the hanging beam 3 is embedded into the dry wall structure 1 at the corresponding height; the outer end of the hanging beam 3 is provided with an embedded part I5, the embedded part I5 is kept flush with the outer surface of the dry wall structure 1, and meanwhile, two ends of the embedded part I emerge from two sides of the hanging beam 3, and the whole embedded part I is arranged in a strip shape along the horizontal direction; the first embedded part 5 can increase the bearing surface of the hanging beam 3 on the brick body in the dry wall structure 1, thereby enhancing the reliability of the hanging beam 3; the inner side of the hanging beam 3 is provided with channel steel serving as an embedded part II 6, and the channel steel can be directly welded and fixed with the steel frame column 4.
The hanging beams 3 are arranged in a plurality of groups on the same horizontal height, the distance between the adjacent hanging beams 3 is not less than 1.5 meters, and the hanging beams 3 are connected into a whole through the steel frame column 4, so that the structural strength of the hanging beams 3 is increased; the arrangement of the thickened plate bottom member 7 can increase the strength of the junction part of the dry wall structure 1 and the floor slab 2, and can be used for additional construction requirements by arranging the tie bars 8. The structure has good stress performance, does not influence the energy-saving and fireproof performance of the building, can enhance the connection stability of the dry wall and the steel structure, and has reliable practice.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (5)
1. A steel construction and dry wall connection structure, its characterized in that: the novel building block comprises a dry wall structure (1), a floor slab (2) and a hanging beam (3), wherein the hanging beam (3) is perpendicular to the dry wall structure (1), and the floor slab (2) is arranged on the upper portion of the dry wall structure (1); the dry wall structure (1) is a double-layer structure formed by piling up the dry wall bricks, the section of the hanging beam (3) is of an L-shaped structure, one part of the hanging beam (3) is embedded in the dry wall bricks, and the other part of the hanging beam (3) is arranged against the dry wall structure (1); an embedded part I (5) is arranged on the outer side of the hanging beam (3), and the embedded part I (5) is kept flush with the outer surface of the dry wall structure (1); the embedded part II (6) is arranged on the inner side of the hanging beam (3), and the embedded part II (6) is connected with the steel frame column (4).
2. A steel structure and dry wall connection according to claim 1, wherein: the first embedded part (5) is arranged to be a strip-shaped structure and is embedded in the dry wall structure (1) along the horizontal direction.
3. A steel structure and dry wall connection according to claim 1, wherein: the second embedded part (6) is arranged to be channel steel, and the second embedded part (6) and the steel frame column (4) are fixed through welding.
4. A steel structure and dry wall connection according to claim 1, wherein: the junction of the dry wall structure (1) and the floor slab (2) is provided with a slab bottom thickening member (7), and a plurality of tie bars (8) are transversely arranged in the dry wall structure (1).
5. A steel structure and dry wall connection according to claim 1, wherein: the hanging beams (3) are provided with a plurality of groups on the same horizontal height, the distance between the adjacent hanging beams (3) is not less than 1.5 meters, and the adjacent hanging beams (3) are connected through steel frame columns (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322140098.8U CN220580215U (en) | 2023-08-09 | 2023-08-09 | Steel construction and dry wall connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322140098.8U CN220580215U (en) | 2023-08-09 | 2023-08-09 | Steel construction and dry wall connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220580215U true CN220580215U (en) | 2024-03-12 |
Family
ID=90121099
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322140098.8U Active CN220580215U (en) | 2023-08-09 | 2023-08-09 | Steel construction and dry wall connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220580215U (en) |
-
2023
- 2023-08-09 CN CN202322140098.8U patent/CN220580215U/en active Active
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