CN210342235U - Built-in SRC (steel reinforced concrete) column-steel beam mixed frame structure for bearing column - Google Patents
Built-in SRC (steel reinforced concrete) column-steel beam mixed frame structure for bearing column Download PDFInfo
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- CN210342235U CN210342235U CN201920868175.2U CN201920868175U CN210342235U CN 210342235 U CN210342235 U CN 210342235U CN 201920868175 U CN201920868175 U CN 201920868175U CN 210342235 U CN210342235 U CN 210342235U
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- additional plate
- steel beam
- reinforced concrete
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Abstract
The utility model discloses a bearing post is with built-in SRC post-girder steel mixed frame structure relates to building antidetonation technical field, including steel column, girder steel, additional plate and post hole, its characterized in that: the steel column is connected with the steel beam in a welding mode, the column hole is formed in the additional plate, the additional plate is sleeved on the steel column through the column hole, and the lower surface of the additional plate is attached to the upper surface of the steel beam; has the advantages that: by internally configuring the profile steel, the section size and the dead weight of the member can be effectively reduced on the premise of ensuring the bearing capacity of the structure; the section steel concrete is superior to the traditional reinforced concrete structure in earthquake resistance, and is suitable for being used in areas with larger earthquake fortification intensity; compared with a reinforced concrete structure, the steel reinforced concrete composite structure is adopted, the steel frame on the lower floor of the floor can support the template on the upper floor, the template cost and the supporting time are greatly reduced, the construction period is shortened, and the construction progress is accelerated.
Description
Technical Field
The utility model relates to a building antidetonation technical field especially relates to a bearing post is with built-in SRC post-girder steel mixed frame structure.
Background
The earthquake causes great loss to human lives and properties, along with the development of the building industry, the requirement of human to earthquake resistance is higher and higher, in order to meet the requirement of high-rise building design, the building adopting the traditional reinforced concrete structure improves the bearing capacity by increasing the cross section of the beam column, the method consumes materials and occupies a large amount of building space, the phenomenon of 'fat beam column' is caused by the overlarge cross section of a component, the use function is greatly reduced, although some built-in steel mesh structures are used, the structure is too simple, the stability is not high, and the earthquake-proof effect is not good.
SUMMERY OF THE UTILITY MODEL
An object of the present invention is to provide a built-in SRC column-steel beam hybrid frame structure for a load-bearing column to solve the above-mentioned problems.
The utility model discloses a following technical scheme realizes above-mentioned purpose:
the utility model provides a bearing column is with built-in SRC post-girder steel mixed frame structure, includes steel column, girder steel, additional board, beam hole and post hole, its characterized in that: the steel column is provided with the beam hole, the steel beam penetrates through the column hole, the column hole is formed in the additional plate, the additional plate is sleeved on the steel column through the column hole, the additional plate is rigidly connected with the steel column, the lower surface of the additional plate is attached to the upper surface of the steel beam, the steel column and the steel beam are respectively connected with the additional plate in a welded mode, and the steel column is connected with the steel beam in a welded mode.
Preferably: the section of the steel beam is H-shaped.
Preferably: the steel column, the steel beam and the additional plate form a frame structure.
Has the advantages that: by internally configuring the profile steel, the section size and the dead weight of the member can be effectively reduced on the premise of ensuring the bearing capacity of the structure; the section steel concrete is superior to the traditional reinforced concrete structure in earthquake resistance, and is suitable for being used in areas with larger earthquake fortification intensity; compared with a reinforced concrete structure, the steel reinforced concrete composite structure is adopted, the steel frame on the lower floor of the floor can support the template on the upper floor, the template cost and the supporting time are greatly reduced, the construction period is shortened, and the construction progress is accelerated.
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 or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without inventive exercise.
Fig. 1 is a schematic structural view of a built-in SRC column-steel beam hybrid frame structure for a load-bearing column.
Fig. 2 is a schematic structural diagram of a steel column of a built-in SRC column-steel beam hybrid frame structure for a bearing column.
Fig. 3 is a structural schematic diagram of a built-in SRC post-girder steel mixed frame structure's girder steel for heel post.
Fig. 4 is a schematic structural view of an additional plate of a built-in SRC column-steel beam hybrid frame structure for a load-bearing column.
The reference numerals are explained below:
1. a steel column; 2. a steel beam; 3. an additional plate; 4. and (4) column holes.
Detailed Description
In the description of the present invention, it is to be understood that the terms "central", "longitudinal", "lateral", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc., indicate orientations or positional relationships based on those shown in the drawings, and are used only for convenience in describing and simplifying the description, but not for indicating or implying that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus are not to be construed as limiting the invention, and further that the terms "first", "second", etc., are used only for descriptive purposes and are not to indicate or imply relative importance or imply the number of technical features being referred to, whereby the features defined as "first", "second", etc., may explicitly or implicitly include one or more such features, in the description of the present invention, "a plurality" means two or more unless otherwise specified.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "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; the two elements may be directly connected or indirectly connected through an intermediate medium, or the two elements may be connected through an intermediate medium, and the specific meaning of the above terms in the present invention can be understood by those skilled in the art through specific situations.
The present invention will be further explained with reference to the accompanying drawings:
as shown in fig. 1 to 4, a built-in SRC column-steel beam hybrid frame structure for a load-bearing column includes a steel column 1, a steel beam 2, an additional plate 3, and a column hole 4, and is characterized in that: the steel column 1 is connected with the steel beam 2 in a welding mode, a column hole 4 is formed in the additional plate 3, the additional plate 3 is sleeved on the steel column 1 through the column hole 4, the additional plate 3 is rigidly connected with the steel column 1, the lower surface of the additional plate 3 is attached to the upper surface of the steel beam 2, the steel column 1 and the steel beam 2 are connected with the additional plate 3 in a welding mode respectively, and the steel column 1 is connected with the steel beam 2 in a welding mode; the section of the steel beam 2 is H-shaped; the steel columns 1, the steel beams 2 and the additional plates 3 form a frame structure.
The working principle is as follows: will the utility model discloses put into the built-in steel mesh structure of building support column, steel column 1 and girder steel 2 cooperation are connected and are increased stability, and 3 covers of additional plate are on steel column 1, and a pin frame construction that makes steel column 1, girder steel 2 and additional plate 3 constitute is more firm, increases its bearing capacity after carrying out concrete placement, reduces the shear force of steel column 1 and girder steel 2 node.
Having shown and described the basic principles, essential features and advantages of the invention, it should be understood by those skilled in the art that the present invention is not limited by the foregoing embodiments, which are merely illustrative, but rather are intended to cover various changes and modifications within the spirit and scope of the invention as defined by the appended claims.
Claims (3)
1. The utility model provides a bearing column is with built-in SRC post-girder steel mixed frame structure, includes steel column (1), girder steel (2), additional plate (3) and post hole (4), its characterized in that: the steel column (1) is connected with the steel beam (2) in a welded mode, the column hole (4) is formed in the additional plate (3), the additional plate (3) is sleeved on the steel column (1) through the column hole (4), the additional plate (3) is connected with the steel column (1) in a rigid mode, the lower surface of the additional plate (3) is attached to the upper surface of the steel beam (2), the steel column (1) and the steel beam (2) are connected with the additional plate (3) in a welded mode respectively, and the steel column (1) is connected with the steel beam (2) in a welded mode.
2. The internal SRC column-steel beam hybrid frame structure for load-bearing columns according to claim 1, wherein: the section of the steel beam (2) is H-shaped.
3. The internal SRC column-steel beam hybrid frame structure for load-bearing columns according to claim 1, wherein: the steel column (1), the steel beam (2) and the additional plate (3) form a frame structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920868175.2U CN210342235U (en) | 2019-06-03 | 2019-06-03 | Built-in SRC (steel reinforced concrete) column-steel beam mixed frame structure for bearing column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920868175.2U CN210342235U (en) | 2019-06-03 | 2019-06-03 | Built-in SRC (steel reinforced concrete) column-steel beam mixed frame structure for bearing column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210342235U true CN210342235U (en) | 2020-04-17 |
Family
ID=70185484
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920868175.2U Expired - Fee Related CN210342235U (en) | 2019-06-03 | 2019-06-03 | Built-in SRC (steel reinforced concrete) column-steel beam mixed frame structure for bearing column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210342235U (en) |
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2019
- 2019-06-03 CN CN201920868175.2U patent/CN210342235U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200417 Termination date: 20210603 |
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| CF01 | Termination of patent right due to non-payment of annual fee |