CN216340337U - Novel assembled steel structure slab-column structure - Google Patents
Novel assembled steel structure slab-column structure Download PDFInfo
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- CN216340337U CN216340337U CN202122799800.2U CN202122799800U CN216340337U CN 216340337 U CN216340337 U CN 216340337U CN 202122799800 U CN202122799800 U CN 202122799800U CN 216340337 U CN216340337 U CN 216340337U
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Abstract
The application discloses novel assembled steel construction slab column structure relates to steel construction technical field for it takes time and labours to solve among the prior art reinforced concrete structure, receives weather influence's technical problem. The structure comprises a floor slab, auxiliary steel beams, a steel pipe concrete column, column supports and studs; the column support is sleeved on the steel pipe concrete column; two ends of the auxiliary steel beam are respectively connected to the adjacent column supports; the floor is erected on the auxiliary steel beam and is connected with the column support through the stud. According to the embodiment of the utility model, the column support is sleeved on the concrete-filled steel tubular column, two ends of the auxiliary steel beam are connected to the column support and used for supporting the floor slab, and the upper surface of the column support is connected with the lower surface of the floor slab. The auxiliary steel beam, the column support and the floor slab all adopt steel structures, can be assembled on the construction site after being processed in a factory, effectively solves the technical problems that the construction period of a reinforced concrete structure is long and the construction is easily influenced by weather, and further realizes the quick and efficient construction of a building structure.
Description
Technical Field
The application relates to the technical field of steel structures, especially, relate to a novel assembled steel construction slab column structure.
Background
The reinforced concrete structure is a commonly used building structure at present, and is a structure made of reinforced concrete provided with reinforcing steel bars, wherein the reinforcing steel bars bear tension, and the concrete bears pressure. The reinforced concrete structure has the advantages of large dead weight, low tensile strength, easy generation of cracks for a long time, long construction period and large influence on seasons and weather due to the fact that a concrete construction cost template is used.
SUMMERY OF THE UTILITY MODEL
The embodiment of the application provides a novel assembled steel structure slab column structure, has solved the reinforced concrete structure among the prior art and has wasted time and labor, receives weather influence's technical problem, has realized that quick, the assembled of slab column structure is built.
The embodiment of the utility model provides a novel assembled steel structure slab column structure, which comprises a floor slab, auxiliary steel beams, a steel pipe concrete column, column supports and studs, wherein the steel pipe concrete column is arranged on the column supports; the column support is sleeved on the steel pipe concrete column; two ends of the auxiliary steel beam are respectively connected to the adjacent column supports; the floor slab is erected on the auxiliary steel beam and is connected with the column support through the stud.
In one possible implementation, the column support comprises an upper flange plate, a lower flange plate and a web plate; the upper edge plate is circular, and a through hole is formed in the upper edge plate; the web plate is a circular ring, is connected to the edge of the upper edge plate and vertically extends downwards; the lower edge plate is in an inverted frustum shape and is connected to the lower edge of the web plate; the centers of rotation of the upper flange, the lower flange and the web are in the same vertical direction.
In one possible implementation, the outer diameter of the top end of the lower flange is the same as the outer diameter of the upper flange.
In one possible implementation, the outer diameter of the bottom end of the lower flange is the same as the inner diameter of the through hole of the upper flange.
In one possible implementation, the through-hole of the upper flange and the bottom end of the lower flange are the same size as the diameter of the concrete filled steel tubular column.
In one possible implementation, a plurality of said pegs connect said upper deck and a lower surface of said floor slab.
In one possible implementation, the inclination of the lower flange is adapted to the diameter and height of the concrete filled steel tubular column.
One or more technical solutions provided in the embodiments of the present invention have at least the following technical effects or advantages:
according to the embodiment of the utility model, the column support is sleeved on the concrete-filled steel tube column, two ends of the auxiliary steel beam are connected to the column support and used for supporting the floor slab, the upper surface of the column support is connected with the lower surface of the floor slab, the lower end of the column support props against the side wall of the concrete-filled steel tube column to form fixed connection and support between the concrete-filled steel tube column and the floor slab, the auxiliary steel beam, the column support and the floor slab are all made of steel structures, and can be assembled on a construction site after being processed in a factory.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments of the present invention or the prior art will be briefly introduced below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic structural diagram of a column support provided in an embodiment of the present application;
fig. 2 is a schematic diagram of a novel fabricated steel structure plate column structure provided in an embodiment of the present application.
Reference numerals: 1-a floor slab; 2-auxiliary steel beams; 3-a steel tube concrete column; 4-column support; 41-upper edge plate; 42-a lower flange; 43-a web; 5-stud.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, not all, embodiments of the present invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the description of the embodiments of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience in describing the embodiments of the present invention and simplifying the description, but do not indicate or imply that the referred devices or elements must have specific orientations, be configured in specific orientations, and operate, and thus, should not be construed as limiting the present invention. The terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance. Furthermore, the terms "mounted," "connected," and "connected" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. Specific meanings of the above terms in the embodiments of the present invention can be understood by those of ordinary skill in the art according to specific situations.
The embodiment provides a novel fabricated steel structure plate column structure, please refer to fig. 1 and fig. 2 in the attached drawings of the specification together.
Referring to fig. 2, the novel assembled steel structure slab-column structure comprises a floor slab 1, auxiliary steel beams 2, a steel tube concrete column 3, column supports 4 and studs 5; the column support 4 is sleeved on the steel pipe concrete column 3; two ends of the auxiliary steel beam 2 are respectively connected to the adjacent column supports 4; the floor slab 1 is erected on the auxiliary steel beam 2 and is connected with the column support 4 through the stud 5.
According to the embodiment of the utility model, the column support 4 is sleeved on the steel tube concrete column 3, two ends of the auxiliary steel beam 2 are connected to the column support 4 and used for supporting the floor slab 1, the upper surface of the column support 4 is connected with the lower surface of the floor slab 1, the lower end of the column support 4 props against the side wall of the steel tube concrete column 3 to form fixed connection and support between the steel tube concrete column 3 and the floor slab 1, the auxiliary steel beam 2, the column support 4 and the floor slab 1 are all made of steel structures, and can be assembled on a construction site after being processed in a factory.
Referring to fig. 1, the plate column fixing device column bracket 4 includes an upper flange 41, a lower flange 42 and a web 43; the upper edge plate 41 is circular, and the upper edge plate 41 is provided with a through hole; the web 43 is a circular ring, is connected to the edge of the upper flange plate 41 and vertically extends downwards; the lower edge plate 42 is in the shape of an inverted circular truncated cone, and the inclination of the lower edge plate 42 is matched with the diameter and the height of the steel tube concrete column 3. The lower marginal web 42 is connected to the lower edge of the web 43; the centers of rotation of upper flange 41, lower flange 42 and web 43 are in the same vertical direction.
The area of the upper edge plate 41 is adapted to the size of the concrete slab column, the thicker the concrete filled steel tubular column 3 is, the larger the distance between the columns is, the larger the size of the upper edge plate 41 is, the plurality of pegs 5 connect the upper edge plate 41 with the lower surface of the floor slab 1, and the larger the area of the upper edge plate 41 is, the larger the number of corresponding pegs 5 is. Referring to fig. 2, the pegs 5 are spaced 100mm apart along the upper edge plate 41 and are arranged circumferentially and uniformly. The diameter of the stud 5 can be 19mm, and the length can be selected (the thickness of the floor slab 1, the diameter of the stressed steel bar and the thickness of the protective layer of the floor slab 1).
With continued reference to FIG. 1, the outer diameter of the top end of lower flange 42 is the same as the outer diameter of upper flange 41. The outer diameter of the bottom end of the lower flange 42 is the same as the inner diameter of the through hole of the upper flange 41. The size of the through hole of the upper flange 41 and the bottom end of the lower flange 42 is the same as the diameter of the steel core concrete column 3.
The lower flange 42 is rounded off. The top ends of the upper flange 41, the web 43 and the lower flange 42 all have the same outer diameter. The through hole of the upper flange 41, the bottom end of the lower flange 42 and the outer diameter of the concrete filled steel tubular column 3 are the same.
The lower flanges 42 form a triangular support between the floor 1 and the steel core concrete column 3. The plate column structure provided by the utility model has the characteristics that no beam is arranged under an indoor floor slab 1, the space is smooth and concise, the plane arrangement is flexible, the floor height of a building can be reduced, the hot-water heating electric pipeline is easy to lay, the decoration is simplified, the lighting effect is good, and the like. It is suitable for multi-storey factory building, warehouse, hall of public building, office building and residence etc.
The embodiments in the present specification are described in a progressive manner, and the same or similar parts among the embodiments may be referred to each other, and each embodiment focuses on the differences from the other embodiments.
The above embodiments are only used to illustrate the technical solutions of the present application, and not to limit the present application; although the present application has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some or all of the technical features may be equivalently replaced; such modifications or substitutions do not depart from the spirit and scope of the present disclosure.
Claims (7)
1. A novel assembled steel structure slab column structure is characterized by comprising a floor slab (1), auxiliary steel beams (2), a steel tube concrete column (3), column supports (4) and studs (5);
the column support (4) is sleeved on the steel pipe concrete column (3);
two ends of the auxiliary steel beam (2) are respectively connected to the adjacent column supports (4);
the floor (1) is erected on the auxiliary steel beam (2) and is connected with the column support (4) through the stud (5).
2. The new assembled steel structural slab column structure according to claim 1, characterized in that the column support (4) comprises an upper flange (41), a lower flange (42) and a web (43);
the upper edge plate (41) is circular, and a through hole is formed in the upper edge plate (41);
the web plate (43) is a circular ring, is connected to the edge of the upper edge plate (41) and vertically extends downwards;
the lower edge plate (42) is in a shape of an inverted circular truncated cone, and the lower edge plate (42) is connected to the lower edge of the web plate (43);
the centers of rotation of the upper flange (41), the lower flange (42), and the web (43) are in the same vertical direction.
3. The new assembled steel structural slab column structure according to claim 2, characterized in that the outer diameter of the top end of the lower flange (42) is the same as the outer diameter of the upper flange (41).
4. The new assembled steel structural slab column structure according to claim 2, characterized in that the outer diameter of the bottom end of the lower flange (42) is the same as the inner diameter of the through hole of the upper flange (41).
5. The novel assembled steel structural slab column structure according to claim 4, wherein the size of the through hole of the upper flange (41) and the bottom end of the lower flange (42) is the same as the diameter of the steel core concrete column (3).
6. A novel assembled steel structural slab column structure according to claim 2, characterized in that a plurality of said studs (5) connect said upper edge plate (41) and the lower surface of said floor slab (1).
7. The new fabricated steel structural slab column structure according to claim 2, characterized in that the inclination of the lower flange plate (42) is adapted to the diameter and height of the steel core concrete column (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122799800.2U CN216340337U (en) | 2021-11-16 | 2021-11-16 | Novel assembled steel structure slab-column structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122799800.2U CN216340337U (en) | 2021-11-16 | 2021-11-16 | Novel assembled steel structure slab-column structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216340337U true CN216340337U (en) | 2022-04-19 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122799800.2U Active CN216340337U (en) | 2021-11-16 | 2021-11-16 | Novel assembled steel structure slab-column structure |
Country Status (1)
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|---|---|
| CN (1) | CN216340337U (en) |
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2021
- 2021-11-16 CN CN202122799800.2U patent/CN216340337U/en active Active
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