CN220117431U - Three-tower conjoined anti-seismic structure with inclined column - Google Patents
Three-tower conjoined anti-seismic structure with inclined column Download PDFInfo
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- CN220117431U CN220117431U CN202321064022.5U CN202321064022U CN220117431U CN 220117431 U CN220117431 U CN 220117431U CN 202321064022 U CN202321064022 U CN 202321064022U CN 220117431 U CN220117431 U CN 220117431U
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Abstract
The utility model relates to a three-tower conjoined earthquake-resistant structure with inclined columns, which comprises three towers (1), wherein a plurality of layers of conjoined trusses (2) are arranged on the outer side hoops of the three towers (1), and the conjoined trusses (2) are rigidly connected with the towers (1) to connect the three towers (1) into a whole. The utility model provides a three-tower conjoined anti-seismic structure with inclined columns, which is rigidly connected with three towers through a conjoined truss with a whole layer of height, and compared with separate independent towers, the three towers form a whole, jointly resist the earthquake action, mutually support, and reduce the overturning effect of the structure camber through the hoop effect of five layers of conjoined trusses. The structural stress of the inclined column is satisfied. Through the mode that disjunctor truss and batter post combined together, both realized the building effect that the outer facade of building was inclined, satisfied structure atress and antidetonation requirement again.
Description
Technical Field
The utility model relates to the field of building structures, in particular to a three-tower conjoined anti-seismic structure with inclined posts.
Background
With the development of economy and building technology, owners and architects consider the innovation of building modeling and building functions more, many modern complex high-rise buildings appear in the field of vision of people, a connected structure with inclined posts is one of the structural forms, the inclined post structure usually has a strong visual effect, the outer vertical surface effect of the building is more shocking, but the inclined posts cannot be independently established, special treatment is required to be carried out on the structure, the appearance of the inclined posts makes the structural arrangement and stress more complex, and the meaning of the connected structure is self-evident in fact, namely, the structural form that two adjacent buildings are connected with each other by an overhead connecting body at high altitude between two or more high-rise buildings. Different buildings are connected together through the connecting bodies arranged between different building towers, so that certain connection is formed between the building towers, the building towers have strong visual effect, the lighting effect is good, the visual field is wider, and the building towers can be used as sightseeing corridor, leisure places and the like. The multi-span structure is connected into a whole, and the stress is more complex than that of a common single-span structure, so that proper structural forms are selected for the connected structure with the inclined posts, and the correct structural arrangement becomes important and difficult.
Disclosure of Invention
The utility model aims to overcome the defects of the prior art and provide the three-tower conjoined anti-seismic structure with the inclined column, which not only realizes the building effect of inclining the outer vertical face of the building, but also meets the structural stress and anti-seismic requirements.
The aim of the utility model can be achieved by the following technical scheme:
the utility model provides a take three tower disjunctor earthquake-resistant structure of batter post, includes three tower, three tower outside hoop be equipped with the disjunctor truss of multilayer, disjunctor truss and tower rigid connection form a whole with three tower connection, resist the earthquake effect jointly, provide support each other, can effectively reduce tower component cross-section size, practice thrift the cost.
Further, the single-layer height of the conjoined truss is the same as the whole layer height of the tower.
Further, the conjoined truss is provided with five layers, and the overturning effect of the structure camber is reduced through the hoop effect of the five-layer integral truss. The structural stress of the inclined column is satisfied.
Further, the tower is of a steel structure.
Further, the tower is of a concrete structure.
Further, the conjoined truss is provided with a diagonal rod.
Further, the structural column on the tower, which is close to the outer elevation, is an inclined column, and the combination of the conjoined truss and the inclined column not only realizes the building effect of the inclined outer elevation of the building, but also meets the requirements of structural stress and earthquake resistance.
Further, the facade is inclined outwards from top to bottom.
Further, the inclination angle is forty degrees at maximum.
Further, the material of the conjoined truss is steel.
Compared with the prior art, the utility model has the following advantages:
(1) The utility model provides a three-tower conjoined anti-seismic structure with inclined posts, which is rigidly connected with three towers through a conjoined truss with the whole layer of height, and compared with separate independent towers, the three towers are integrated, jointly resist the earthquake action, mutually provide support, effectively reduce the cross section size of tower members and save the manufacturing cost.
(2) The building plane of the utility model is big in top and small in bottom, the outer elevation is inclined outwards from top to bottom, and the maximum inclination angle is 40 degrees. The overturning effect of the structure camber is reduced through the hoop effect of the five-layer integral truss. The structural stress of the inclined column is satisfied. Through the mode that disjunctor truss and batter post combined together, both realized the building effect that the outer facade of building was inclined, satisfied structure atress and antidetonation requirement again.
Drawings
Fig. 1 is a schematic structural view of the present utility model.
In the figure: 1. a tower; 2. and (5) a conjoined truss.
Detailed Description
The utility model will now be described in detail with reference to the drawings and specific examples.
Example 1
As shown in figure 1, the three-tower conjoined earthquake-resistant structure with the inclined column comprises three towers 1, wherein a plurality of layers of conjoined trusses 2 are arranged on the outer side hoops of the three towers 1, the conjoined trusses 2 are rigidly connected with the towers 1, the three towers 1 are connected to form a whole, the earthquake action is resisted jointly, the support is provided mutually, the section size of tower members can be effectively reduced, and the manufacturing cost is saved.
The single-layer height of the conjoined truss 2 is the same as the whole layer height of the tower. In the embodiment, the integral truss 2 with the whole layer height is provided with five layers, and the overturning effect of the structure camber is reduced through the hoop effect of the integral truss with five layers, so that the stress of the structure is satisfied.
The tower 1 is of a steel structure or a concrete structure, and the three tower 1 are distributed in a triangular shape and are stable in structure.
The conjoined truss 2 is made of steel, and the conjoined truss 2 is provided with a diagonal rod.
Example 2
In this embodiment, the structural column on the tower 1 near the outer facade is an inclined column, and the combination of the conjoined truss and the inclined column not only realizes the construction effect of inclining the outer facade of the building, but also meets the requirements of structural stress and earthquake resistance. The outer vertical surface of the tower 1 is inclined outwards from top to bottom, and the inclination angle is forty degrees at most.
The rest of the structure is the same as in example 1.
In summary, the utility model provides a three-tower conjoined earthquake-resistant structure with inclined posts, which is rigidly connected with three towers through a conjoined truss with a whole layer of height, and compared with separate independent towers, the three towers form a whole body, jointly resist earthquake action, mutually support, and reduce the overturning effect of structure camber through the hoop effect of five layers of conjoined trusses. The structural stress of the inclined column is satisfied. Through the mode that disjunctor truss and batter post combined together, both realized the building effect that the outer facade of building was inclined, satisfied structure atress and antidetonation requirement again.
It should be noted that, in the description of the present utility model, the terms "upper," "lower," "inner," "outer," "front," "rear," "both ends," "one end," "the other end," and the like indicate an azimuth or a positional relationship based on that 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 elements to be referred to must have a specific azimuth, be configured and operated in a specific azimuth, and thus should not be construed as limiting the present utility model. Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present utility model, it should be noted that, unless explicitly specified and limited otherwise, the terms "mounted," "provided," "connected," and the like are to be construed broadly, and may be fixedly connected, detachably connected, or integrally connected, for example; 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 will be understood in specific cases by those of ordinary skill in the art.
Claims (10)
1. The utility model provides a take three tower disjunctor earthquake-resistant structure of batter post, its characterized in that includes three tower (1), three tower (1) outside hoop be equipped with multilayer disjunctor truss (2), disjunctor truss (2) and tower (1) rigid connection, connect three tower (1) and form a whole.
2. The three-tower integrated earthquake-resistant structure with the inclined columns according to claim 1, wherein the single-layer height of the integrated truss (2) is the same as the whole-layer height of a tower.
3. A three-tower conjoined aseismic structure with inclined columns according to claim 1, wherein the conjoined truss (2) is provided with five layers.
4. The three-tower integrated earthquake-resistant structure with the inclined columns according to claim 1, wherein the tower (1) is of a steel structure.
5. The three-tower integrated earthquake-resistant structure with the inclined columns according to claim 1, wherein the tower (1) is a concrete structure.
6. The three-tower integrated earthquake-resistant structure with the inclined posts according to claim 1, wherein the integrated truss (2) is provided with inclined rods.
7. The three-tower integrated earthquake-resistant structure with the inclined posts according to claim 1, wherein the structural posts on the tower (1) close to the outer vertical surface are the inclined posts.
8. The three-tower conjoined aseismic structure with a diagonal column according to claim 7, wherein the outer elevation is inclined outwards from top to bottom.
9. The three-tower conjoined aseismic structure with a diagonal column according to claim 8, wherein the tilting angle is forty degrees at maximum.
10. A three-tower conjoined seismic structure with diagonal columns according to claim 1, wherein the conjoined truss (2) is steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321064022.5U CN220117431U (en) | 2023-05-06 | 2023-05-06 | Three-tower conjoined anti-seismic structure with inclined column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321064022.5U CN220117431U (en) | 2023-05-06 | 2023-05-06 | Three-tower conjoined anti-seismic structure with inclined column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220117431U true CN220117431U (en) | 2023-12-01 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321064022.5U Active CN220117431U (en) | 2023-05-06 | 2023-05-06 | Three-tower conjoined anti-seismic structure with inclined column |
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| Country | Link |
|---|---|
| CN (1) | CN220117431U (en) |
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2023
- 2023-05-06 CN CN202321064022.5U patent/CN220117431U/en active Active
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