CN216865579U - Stiffening beam structure for anchoring stiffening beam into inclined wall - Google Patents
Stiffening beam structure for anchoring stiffening beam into inclined wall Download PDFInfo
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- CN216865579U CN216865579U CN202220455850.0U CN202220455850U CN216865579U CN 216865579 U CN216865579 U CN 216865579U CN 202220455850 U CN202220455850 U CN 202220455850U CN 216865579 U CN216865579 U CN 216865579U
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- inclined wall
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Abstract
The utility model discloses a stiffening beam anchored inclined wall reinforcing beam structure which comprises an inclined wall, a reinforcing beam, a stiffening beam, profile steel and reinforcing steel bars, wherein the reinforcing beam is arranged on the inclined wall, the stiffening beam is connected with the reinforcing beam, the profile steel is arranged in the stiffening beam, and the profile steel is anchored into the reinforcing beam through a plurality of reinforcing steel bars and is connected with waist bars in the reinforcing beam. The utility model has the advantages that the original profile steel anchored in the stiffening beam is replaced by connecting the plurality of reinforcing steel bars with the waist bars in the stiffening beam, so that the profile steel is ensured to be stably connected with the waist bars in the stiffening beam, and the safety and stability of the core barrel structure are further ensured.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a stiffening beam structure for anchoring a stiffening beam into a skew wall.
Background
With the continuous acceleration of the urbanization process in China, the construction technology is continuously deepened in the construction of building engineering, the energy consumption is reduced, the self shock resistance of the building is improved, and the application of the construction technology of the section steel reinforced concrete is more and more extensive. The steel reinforced concrete structure is characterized in that a layer of reinforced concrete shell is added on the outer side of a steel section member, and the member is used as a main stressed framework of a building to form a steel reinforced concrete structure.
At present, in order to resist the outward tension of the inclined wall structure of the core barrel, which is generated due to self weight, a peripheral ring beam and an internal section steel structure are added, and as waist ribs of an outer ring beam are dense, large-size section steel cannot be directly anchored into the ring beam, and the safety and stability of the core barrel structure cannot be ensured.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem of ensuring the safety and stability of the core tube structure.
In order to solve the technical problems, the utility model provides the following technical scheme:
a stiffening beam anchored inclined wall stiffening beam structure comprises an inclined wall, a stiffening beam, profile steel and reinforcing steel bars, wherein the stiffening beam is arranged on the inclined wall and connected with the stiffening beam, the profile steel is arranged in the stiffening beam, and the profile steel is anchored into the stiffening beam through a plurality of reinforcing steel bars and connected with waist bars in the stiffening beam.
The waist bars in a plurality of reinforcing steel bars and the reinforcing beam are connected to replace the profile steel in the original anchoring reinforcing beam, so that the stable connection of the profile steel and the waist bars in the reinforcing beam is ensured, and the safety and stability of the core tube structure are further ensured.
Preferably, the section steel comprises two flange plates arranged in parallel and a web plate fixed between the flange plates, one side, away from the web plate, of each of the two flange plates is connected with a plurality of reinforcing steel bars, two side surfaces of the web plate are connected with a plurality of reinforcing steel bars, and one end, away from the section steel, of each of the reinforcing steel bars is connected with a waist rib in the reinforcing beam.
Preferably, the reinforcing steel bars are welded and fixed with the section steel.
Preferably, the reinforcing steel bars are bound and fixed with the wale of the reinforcing beam.
Preferably, the reinforcing bar is a twisted bar.
Compared with the prior art, the utility model has the beneficial effects that:
the waist bars in a plurality of reinforcing steel bars and the reinforcing beam are connected to replace the profile steel in the original anchoring reinforcing beam, so that the stable connection of the profile steel and the waist bars in the reinforcing beam is ensured, and the safety and stability of the core tube structure are further ensured.
Drawings
FIG. 1 is a schematic structural diagram of an embodiment of the present invention;
fig. 2 is a schematic view of connection between section steel and reinforcing steel bars according to an embodiment of the present invention.
Detailed Description
In order to facilitate the understanding of the technical solutions of the present invention for those skilled in the art, the technical solutions of the present invention will be further described with reference to the drawings attached to the specification.
In this application, unless expressly stated or limited otherwise, the terms "mounted," "connected," "secured," and the like are to be construed broadly and can include, for example, fixed connections, removable connections, or integral parts; the connection can be mechanical connection, electrical connection or communication; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meaning of the above terms in the present application can be understood by those of ordinary skill in the art as appropriate.
In this application, unless explicitly stated or limited otherwise, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implying any number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present application, "a plurality" means two or more unless specifically limited otherwise.
Referring to fig. 1 to 2, the embodiment discloses a stiffening beam anchored inclined wall stiffening beam structure, which includes an inclined wall 1, a stiffening beam 2, a stiffening beam 3, section steel 4 and reinforcing steel bars 5, wherein the stiffening beam 2 is disposed on the inclined wall 1, the stiffening beam 3 is connected to the reinforcing beam 2, the section steel 4 is disposed in the stiffening beam 3, and the section steel 4 is anchored into the reinforcing beam 2 through the plurality of reinforcing steel bars 5 and is connected to the waist bars in the reinforcing beam 2.
The waist bars in the reinforcing beam 2 are connected with the plurality of reinforcing steel bars 5 to replace the section steel 4 in the reinforcing beam 2, so that the stable connection of the section steel 4 and the waist bars in the reinforcing beam 2 is ensured, and the safety and stability of the core tube structure are further ensured.
The section steel 4 comprises two flange plates 41 arranged in parallel and a web plate 42 fixed between the flange plates 41, one side, away from the web plate 42, of each of the two flange plates 41 is fixedly welded with a plurality of reinforcing steel bars 5, two side faces of the web plate 42 are fixedly welded with a plurality of reinforcing steel bars 5, and one ends, away from the section steel 4, of the reinforcing steel bars 5 are fixedly bound with the lumbar bars in the reinforcing beam 2.
Furthermore, the adjacent reinforcing steel bars 5 are arranged in a length-crossing manner.
Further, the reinforcing steel bars 5 are twisted steel bars.
The installation process of this embodiment is: after the strickle ligature in stiffening beam 2 is accomplished, fix a position shaped steel 4, 5 one end anchors of reinforcing bar in the strickle in the stiffening beam 2 and fixed with the strickle ligature, the other end and shaped steel 4 welded fastening, connect the strickle in a plurality of reinforcing bar 5 and the stiffening beam 2 and replace original anchor shaped steel 4 in the stiffening beam 2, guaranteed shaped steel 4 and 2 interior strickle stable connections of stiffening beam, and then guaranteed core section of thick bamboo structure safety and stability.
It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein, and any reference signs in the claims are not intended to be construed as limiting the claim concerned.
The above-mentioned embodiments only represent the embodiments of the present invention, and the protection scope of the present invention is not limited to the above-mentioned embodiments, and it will be apparent to those skilled in the art that several variations and modifications can be made without departing from the concept of the present invention, and these embodiments are all within the protection scope of the present invention.
Claims (5)
1. The utility model provides a strength nature roof beam anchor goes into inclined wall stiffening beam structure which characterized in that: the reinforced concrete beam is characterized by comprising an inclined wall, a reinforcing beam, a stiff beam, profile steel and reinforcing steel bars, wherein the reinforcing beam is arranged on the inclined wall, the stiff beam is connected with the reinforcing beam, the profile steel is arranged in the stiff beam, and the profile steel is anchored into the reinforcing beam through the plurality of reinforcing steel bars and is connected with the waist bars in the reinforcing beam.
2. A stiffened beam anchored tilt wall stiffening beam structure of claim 1, wherein: the shaped steel includes two parallel arrangement's flange board and fixes the web between the flange board, and one side that the web was kept away from to two flange boards is connected with a plurality of reinforcing bar, the both sides face of web all is connected with a plurality of reinforcing bar, the waist muscle in the stiffening beam is all connected to the one end that reinforcing bar kept away from shaped steel.
3. A stiffened beam anchored tilt wall stiffening beam structure of claim 1, wherein: and the reinforcing steel bars are welded and fixed with the section steel.
4. A stiffened beam anchored tilt wall stiffening beam structure of claim 1, wherein: and the reinforcing steel bars are bound and fixed with the waist bars of the reinforcing beam.
5. A stiffened beam anchored inclined wall stiffening beam structure of claim 1, wherein: the reinforcing steel bars are twisted steel bars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220455850.0U CN216865579U (en) | 2022-03-02 | 2022-03-02 | Stiffening beam structure for anchoring stiffening beam into inclined wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220455850.0U CN216865579U (en) | 2022-03-02 | 2022-03-02 | Stiffening beam structure for anchoring stiffening beam into inclined wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216865579U true CN216865579U (en) | 2022-07-01 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220455850.0U Active CN216865579U (en) | 2022-03-02 | 2022-03-02 | Stiffening beam structure for anchoring stiffening beam into inclined wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216865579U (en) |
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2022
- 2022-03-02 CN CN202220455850.0U patent/CN216865579U/en active Active
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