CN210342244U - High-rise building structure - Google Patents
High-rise building structure Download PDFInfo
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- CN210342244U CN210342244U CN201920726547.8U CN201920726547U CN210342244U CN 210342244 U CN210342244 U CN 210342244U CN 201920726547 U CN201920726547 U CN 201920726547U CN 210342244 U CN210342244 U CN 210342244U
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Abstract
The utility model discloses a high-rise building structure belongs to high-rise building technical field. The high-rise building structure includes: the building comprises a building main body, an extension floor structure, a plurality of pull cables and a plurality of arch bodies; the middle parts of the arch bodies are fixedly arranged at the top of the building main body, and the opening direction of each arch body deviates from the top of the building main body; the plurality of pull cables correspond to the plurality of arch bodies one by one, two ends of each pull cable are connected with two ends of the corresponding arch body, and two ends of each arch body are positioned above the middle part of each arch body; the extension floor secondary structure is fixedly connected with the arch body. The utility model discloses high-rise building structure can realize that the large-span is extensive, increases the usable floor area of building.
Description
Technical Field
The utility model relates to a high-rise building technical field, in particular to high-rise building structure.
Background
In recent years, the urban construction development speed is accelerated, the land resources are more and more tense, and the building structure is continuously explored to be developed to the high altitude and the underground.
The building structure develops to high altitude, generally a high-rise building, and the high-altitude building refers to a residential building with the height of more than 27m and a non-single-storey factory building, a warehouse and other civil buildings with the building height of more than 24m (building design fire protection specification GB50016-2014(2018 edition)).
However, when a high-altitude building is built, if the construction site is influenced by factors such as high-altitude control, the height of the building is limited, and the use area of the building is further influenced.
Disclosure of Invention
The utility model provides a high-rise building structure has solved or has partially solved among the prior art that the restricted technical problem that can influence building usable floor area of building height.
In order to solve the technical problem, the utility model provides a high-rise building structure includes: the building comprises a building main body, an extension floor structure, a plurality of pull cables and a plurality of arch bodies; the middle parts of the arch bodies are fixedly arranged at the top of the building main body, and the opening direction of each arch body deviates from the top of the building main body; the plurality of pull cables correspond to the plurality of arch bodies one by one, two ends of each pull cable are connected with two ends of the corresponding arch body, and two ends of each arch body are positioned above the middle part of each arch body; the extension floor secondary structure is fixedly connected with the arch body.
Furthermore, a plurality of the arches are uniformly and fixedly arranged on the top of the building main body at equal intervals.
Furthermore, the extension floor structure comprises a top-bearing floor structure, a middle-bearing floor structure and a bottom-bearing floor structure.
Further, the deck structure comprises: a plurality of first support rods and a plurality of first horizontal floors; the first support rods are fixedly connected with the cambered surface of the arch body deviating from the building main body; the first horizontal floors are fixedly arranged among the first supporting rods.
Furthermore, a plurality of first supporting rods are uniformly arranged on the arc surface of the arch body deviating from the building main body at equal intervals; a first gap is formed between every two adjacent first supporting rods; a plurality of first horizontal floor sets up from top to bottom in the first clearance.
Further, the underpass floor structure comprises: a plurality of first connecting rods and a plurality of second horizontal floors; the first connecting rods are fixedly connected with the cambered surface of the arch body facing the building main body; and the plurality of second horizontal floors are fixedly arranged among the plurality of first connecting rods.
Furthermore, a plurality of first connecting rods are uniformly arranged on the cambered surface of the arch body facing the building main body at equal intervals; a first gap is formed between every two adjacent first connecting rods; a plurality of the second horizontal floors are arranged in the first gap from top to bottom.
Further, the half-through floor structure comprises: a plurality of second support rods, a plurality of third horizontal floors, a plurality of second connecting rods and a plurality of fourth horizontal floors; the second support rods are fixedly connected with the cambered surface of the arch body deviating from the building main body; the third horizontal floors are fixedly arranged among the second support rods; the second connecting rods are fixedly connected with the cambered surface of the arch body facing the building main body; and the fourth horizontal floors are fixedly arranged among the second connecting rods.
Furthermore, a plurality of second support rods are uniformly arranged on the arc surface of the arch body deviating from the building main body at equal intervals; a third gap is formed between every two adjacent second supporting rods; and the third horizontal floors are arranged in the third gap from top to bottom.
Furthermore, a plurality of second connecting rods are uniformly arranged on the cambered surface of the arch body facing the building main body at equal intervals; a fourth gap is formed between every two adjacent second connecting rods; and the fourth horizontal floors are arranged in the fourth gap from top to bottom.
One or more technical solutions provided in the embodiments of the present application have at least the following technical effects or advantages:
because the middle part of a plurality of archs is fixed to be set up building subject's top, every arch open-ended direction all deviates from building subject's top, a plurality of guys and a plurality of archs one-to-one, the both ends of guy are connected with the both ends of corresponding archs, the both ends of archs are located the top at archs middle part, epitaxial floor substructure and archs fixed connection, so, the load transmission of epitaxial floor substructure is for the archs, the guy produces horizontal pulling force at the archs, realize bearing to load through horizontal pulling force, the moment of flexure and the shear force of archs have been reduced, can realize large-span epitaxy, increase the usable floor of building.
Drawings
Fig. 1 is a schematic perspective view of a high-rise building structure according to an embodiment of the present invention;
FIG. 2 is a schematic structural view of the high-rise building structure of FIG. 1;
FIG. 3 is a schematic structural view of a high-rise building structure of the high-rise building structure of FIG. 1;
FIG. 4 is a schematic structural view of an underslung story structure of the high-rise building structure of FIG. 1;
FIG. 5 is a schematic structural view of a half-through storey structure of the high-rise building structure of FIG. 1;
figure 6 is a schematic view of the stabilizer bar system of the high-rise building structure of figure 1.
Detailed Description
Referring to fig. 1-2, an embodiment of the present invention provides a high-rise building structure, including: building main part 1, extension floor structure 2, a plurality of cable 3 and a plurality of hunch body 4.
The middle parts of the arch bodies 4 are fixedly arranged at the top of the building main body 1, and the opening direction of each arch body 4 deviates from the top of the building main body 1.
The plurality of guys 3 correspond to the plurality of arch bodies 4 one by one, two ends of each guy 3 are connected with two ends of the corresponding arch body 4, two ends of each arch body 4 are positioned above the middle part of each arch body 4, and the guys 3 are parallel to the top of the building main body 1.
The extension building hierarchical structure 2 is fixedly connected with the arch body 4.
This application embodiment is because the fixed top that sets up at building subject 1 in the middle part of a plurality of archs 4, the open-ended direction of every archs 4 all deviates from building subject 1's top, a plurality of cables 3 and a plurality of archs 4 one-to-one, the both ends of cable 3 are connected with the both ends of corresponding archs 4, the both ends of archs 4 are located the top at archs 4 middle parts, cable 3 is parallel with building subject 1's top, epitaxial building hierarchy 2 and archs 4 fixed connection, therefore, the arch 4 is transmitted to the load of epitaxial floor substructure 2, cable 3 produces horizontal tension at archs 4, realize bearing load through horizontal tension, the moment of flexure and the shear force of archs 4 have been reduced, can realize that the large-span is extensive, increase the usable floor area of building.
The structure of the arch 4 is described in detail.
A plurality of arch bodies 4 are fixedly arranged on the top of the building main body 1 at equal intervals and uniform intervals. Specifically, in the present embodiment, several arches 4 may be fixedly provided on the top of the building body 1 in the form of reinforced concrete.
The arch body 4 may be made of reinforced concrete, prestressed reinforced concrete, steel structures, etc.
The structure of the extended story structure 2 is described in detail.
The extension floor structure comprises a top bearing type floor structure 2-1, a middle bearing type floor structure 2-3 and a bottom bearing type floor structure 2-2.
Referring to fig. 3, the deck structure 2-1 includes: a plurality of first supporting rods 2-11 and a plurality of first horizontal floors 2-12.
A plurality of first supporting rods 2-11 are fixedly connected with the cambered surface of the arch body 4 deviating from the building main body 1.
A plurality of first supporting rods 2-11 are arranged on the cambered surface of the arch body 4 departing from the building main body 1 at equal intervals.
A plurality of first horizontal floors 2-12 are fixedly arranged among a plurality of first supporting rods 2-11.
A first gap is formed between every two adjacent first support bars 2-11. A plurality of first horizontal floors 2-12 are arranged in the first gap from top to bottom.
The first supporting rods 2-11 transmit pressure loads of the first horizontal floors 2-12 to the arch body 1, the inhaul cable 3 generates horizontal tension on the arch body 4, load bearing is achieved through the horizontal tension, bending moment and shearing force of the arch body 4 are reduced, large-span extension can be achieved, and the using area of a building is increased.
Referring to fig. 4, the underpass floor structure 2-2 includes: a plurality of first connecting rods 2-21 and a plurality of second horizontal floors 2-22.
A plurality of first connecting rods 2-21 are fixedly connected with the cambered surface of the arch body facing the building main body 1. A plurality of first connecting rods 2-21 are evenly arranged on the cambered surface of the arch body facing the building main body 1 at equal intervals.
A number of second horizontal floors 2-22 are fixedly arranged between a number of first connecting rods 2-21.
A first gap is present between every two adjacent first connecting rods 2-21. A plurality of second horizontal floors 2-22 are arranged in the first gap from top to bottom.
The gravity load of a plurality of second horizontal floors 2-22 is transmitted to the arch body 1 through the plurality of first connecting rods 2-21, the inhaul cable 3 generates horizontal tension on the arch body 4, the load is borne through the horizontal tension, the bending moment and the shearing force of the arch body 4 are reduced, large-span extension can be achieved, and the using area of a building is increased.
Referring to fig. 6, when the extension floor hierarchical structure 2 is a deck-type floor structure 2-1 or a deck-type floor structure 2-2, every two adjacent arch bodies of the plurality of arch bodies 4 can be fixedly connected through a stabilizer bar system 5, so as to increase the stability of the structure without affecting the building area.
The stabilizer bar system 5 includes: a first connecting rod 5-1, a second connecting rod 5-2, a third connecting rod 5-3 and a fourth connecting rod 5-4.
Two ends of the first connecting rod 5-1 are respectively and fixedly connected with two adjacent arch bodies 4, two ends of the second connecting rod 5-2 are respectively and fixedly connected with two adjacent arch bodies 4, and the first connecting rod 5-1 is parallel to the second connecting rod 5-2.
The middle part of the third connecting rod 5-3 is fixedly connected with the middle part of the fourth connecting rod 5-4, the third connecting rod 5-3 and the fourth connecting rod 5-4 form an X shape, two ends of the third connecting rod 5-3 are respectively and fixedly connected with the first connecting rod 5-1 and the second connecting rod 5-2, and two ends of the fourth connecting rod 5-4 are respectively and fixedly connected with the first connecting rod 5-1 and the second connecting rod 5-2.
Referring to fig. 5, the half-through floor structure 2-3 includes: a plurality of second support rods 2-31, a plurality of third horizontal floors 2-32, a plurality of second connecting rods 2-33 and a plurality of fourth horizontal floors 2-34.
A plurality of second supporting rods 2-31 are fixedly connected with the cambered surface of the arch body 4 deviating from the building main body 1.
A plurality of third horizontal floors 2-32 are fixedly arranged among a plurality of second supporting rods 2-31.
A plurality of second support rods 2-31 are arranged on the cambered surface of the arch body 4 deviating from the building main body 1 at equal intervals and uniform intervals.
A third gap is formed between every two adjacent second support bars 2-31.
A plurality of third horizontal floors 2-32 are arranged in the third gap from top to bottom.
A plurality of second connecting rods 2-33 are fixedly connected with the cambered surface of the arch body 4 facing the building main body 1.
A number of fourth horizontal floors 2-34 are fixedly arranged between a number of second connecting bars 2-33.
A plurality of second connecting rods 2-33 are arranged on the cambered surface of the arch body 4 facing the building main body 1 at equal intervals.
A fourth gap is present between every two adjacent second connecting bars 2-33.
A plurality of fourth horizontal floors 2-34 are arranged in the fourth gap from top to bottom.
The pressure load of a plurality of third horizontal floors 2-32 is transmitted to the arch body 1 by the plurality of second supporting rods 2-31, the gravity load of a plurality of fourth horizontal floors 2-34 is transmitted to the arch body 1 by the plurality of second connecting rods 2-33, the inhaul cable 3 generates horizontal tension on the arch body 4, the load is borne through the horizontal tension, the bending moment and the shearing force of the arch body 4 are reduced, large-span extension can be realized, and the using area of a building is increased.
The first horizontal floors 2-12, the second horizontal floors 2-22, the third horizontal floors 2-32 and the fourth horizontal floors 2-34 can be constructed on site, and can also be hoisted on site after being processed in a prefabricating factory.
In order to more clearly describe the embodiment of the present invention, the following description is provided on the using method of the embodiment of the present invention.
The middle part of a plurality of archways 4 is fixedly arranged at the top of a building main body 1, the opening direction of each arch body 4 deviates from the top of the building main body 1, a plurality of guys 3 correspond to the arch bodies 4 one by one, the two ends of each guy 3 are connected with the two ends of the corresponding arch body 4, the two ends of each arch body 4 are positioned above the middle part of each arch body 4, each guy 3 is parallel to the top of the building main body 1, and the extension building hierarchical structure 2 is fixedly connected with the arch bodies 4.
When the extension floor hierarchy 2 is a take-up floor structure 2-1.
A plurality of first supporting rods 2-11 are uniformly arranged on the cambered surface of the arch body 4 departing from the building main body 1 at equal intervals. A first gap is formed between every two adjacent first supporting rods 2-11, and a plurality of first horizontal floors 2-12 are arranged in the first gap from top to bottom.
The first supporting rods 2-11 transmit pressure loads of the first horizontal floors 2-12 to the arch body 1, the inhaul cable 3 generates horizontal tension on the arch body 4, load bearing is achieved through the horizontal tension, bending moment and shearing force of the arch body 4 are reduced, large-span extension can be achieved, and the using area of a building is increased.
When the extension floor hierarchy 2 is a bottom-up floor structure 2-2.
A plurality of first connecting rods 2-21 are uniformly arranged on the cambered surface of the arch body facing the building main body 1 at equal intervals. A first gap is formed between every two adjacent first connecting rods 2-21, and a plurality of second horizontal floors 2-22 are arranged in the first gap from top to bottom.
The gravity load of a plurality of second horizontal floors 2-22 is transmitted to the arch body 1 through the plurality of first connecting rods 2-21, the inhaul cable 3 generates horizontal tension on the arch body 4, the load is borne through the horizontal tension, the bending moment and the shearing force of the arch body 4 are reduced, large-span extension can be achieved, and the using area of a building is increased.
When the extension floor hierarchy 2 is a half-through floor structure 2-3.
A plurality of second support rods 2-31 are uniformly arranged on the cambered surface of the arch body 4 departing from the building main body 1 at equal intervals. A third gap is formed between every two adjacent second supporting rods 2-31, and a plurality of third horizontal floors 2-32 are arranged in the third gap from top to bottom.
A plurality of second connecting rods 2-33 are arranged on the cambered surface of the arch body 4 facing the building main body 1 at equal intervals. A fourth gap is formed between every two adjacent second connecting rods 2-33, and a plurality of fourth horizontal floors 2-34 are arranged in the fourth gap from top to bottom.
The pressure load of a plurality of third horizontal floors 2-32 is transmitted to the arch body 1 by the plurality of second supporting rods 2-31, the gravity load of a plurality of fourth horizontal floors 2-34 is transmitted to the arch body 1 by the plurality of second connecting rods 2-33, the inhaul cable 3 generates horizontal tension on the arch body 4, the load is borne through the horizontal tension, the bending moment and the shearing force of the arch body 4 are reduced, large-span extension can be realized, and the using area of a building is increased.
Finally, it should be noted that the above embodiments are only used for illustrating the technical solutions of the present invention and not for limiting, and although the present invention has been described in detail with reference to the examples, those skilled in the art should understand that the technical solutions of the present invention can be modified or replaced by equivalents without departing from the spirit and scope of the technical solutions of the present invention, which should be covered by the scope of the claims of the present invention.
Claims (10)
1. A high-rise building structure, comprising: the building comprises a building main body, an extension floor structure, a plurality of pull cables and a plurality of arch bodies;
the middle parts of the arch bodies are fixedly arranged at the top of the building main body, and the opening direction of each arch body deviates from the top of the building main body;
the plurality of pull cables correspond to the plurality of arch bodies one by one, two ends of each pull cable are connected with two ends of the corresponding arch body, and two ends of each arch body are positioned above the middle part of each arch body;
the extension floor secondary structure is fixedly connected with the arch body.
2. The high-rise building structure of claim 1, wherein:
the arch bodies are uniformly and fixedly arranged at the top of the building main body at equal intervals.
3. The high-rise building structure of claim 1, wherein:
the extension floor structure comprises a top bearing type floor structure, a middle bearing type floor structure and a bottom bearing type floor structure.
4. The high-rise building structure of claim 3 wherein the riser floor structure comprises: a plurality of first support rods and a plurality of first horizontal floors;
the first support rods are fixedly connected with the cambered surface of the arch body deviating from the building main body;
the first horizontal floors are fixedly arranged among the first supporting rods.
5. The high-rise building structure of claim 4, wherein:
a plurality of first supporting rods are uniformly arranged on the arc surface of the arch body deviating from the building main body at equal intervals;
a first gap is formed between every two adjacent first supporting rods;
a plurality of first horizontal floor sets up from top to bottom in the first clearance.
6. The high-rise building structure of claim 3 wherein the underslung storey structure comprises: a plurality of first connecting rods and a plurality of second horizontal floors;
the first connecting rods are fixedly connected with the cambered surface of the arch body facing the building main body;
and the plurality of second horizontal floors are fixedly arranged among the plurality of first connecting rods.
7. The high-rise building structure of claim 6, wherein:
the first connecting rods are uniformly arranged on the cambered surface of the arch body facing the building main body at equal intervals;
a first gap is formed between every two adjacent first connecting rods;
a plurality of the second horizontal floors are arranged in the first gap from top to bottom.
8. The high-rise building structure of claim 3 wherein the half-through floor structure comprises: a plurality of second support rods, a plurality of third horizontal floors, a plurality of second connecting rods and a plurality of fourth horizontal floors;
the second support rods are fixedly connected with the cambered surface of the arch body deviating from the building main body;
the third horizontal floors are fixedly arranged among the second support rods;
the second connecting rods are fixedly connected with the cambered surface of the arch body facing the building main body;
and the fourth horizontal floors are fixedly arranged among the second connecting rods.
9. The high-rise building structure of claim 8, wherein:
the second support rods are uniformly arranged on the arc surface of the arch body deviating from the building main body at equal intervals;
a third gap is formed between every two adjacent second supporting rods;
and the third horizontal floors are arranged in the third gap from top to bottom.
10. The high-rise building structure of claim 8, wherein:
the second connecting rods are uniformly arranged on the cambered surface of the arch body facing the building main body at equal intervals;
a fourth gap is formed between every two adjacent second connecting rods;
and the fourth horizontal floors are arranged in the fourth gap from top to bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920726547.8U CN210342244U (en) | 2019-05-21 | 2019-05-21 | High-rise building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920726547.8U CN210342244U (en) | 2019-05-21 | 2019-05-21 | High-rise building structure |
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| Publication Number | Publication Date |
|---|---|
| CN210342244U true CN210342244U (en) | 2020-04-17 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201920726547.8U Expired - Fee Related CN210342244U (en) | 2019-05-21 | 2019-05-21 | High-rise building structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110284597A (en) * | 2019-05-21 | 2019-09-27 | 文华学院 | A kind of high building structure |
| CN110284597B (en) * | 2019-05-21 | 2024-08-02 | 文华学院 | High-rise building structure |
-
2019
- 2019-05-21 CN CN201920726547.8U patent/CN210342244U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110284597A (en) * | 2019-05-21 | 2019-09-27 | 文华学院 | A kind of high building structure |
| CN110284597B (en) * | 2019-05-21 | 2024-08-02 | 文华学院 | High-rise building structure |
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Granted publication date: 20200417 Termination date: 20210521 |