CN222822933U - New earthquake-resistant structure for sky homes - Google Patents
New earthquake-resistant structure for sky homes Download PDFInfo
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- CN222822933U CN222822933U CN202421595271.1U CN202421595271U CN222822933U CN 222822933 U CN222822933 U CN 222822933U CN 202421595271 U CN202421595271 U CN 202421595271U CN 222822933 U CN222822933 U CN 222822933U
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Abstract
The utility model relates to a novel earthquake-resistant structure applied to an aerial residence, which comprises a vertical core earthquake-resistant area, a plurality of frame columns, frame beams and floor plates, wherein the frame beams are connected between two adjacent frame columns and between the vertical core earthquake-resistant area and the frame columns, the floor plates are perpendicular to the frame columns, each layer of vertical core earthquake-resistant area is provided with a living unit and a vertical traffic unit, each layer of floor plate is provided with an aerial garden, and each layer of aerial garden is arranged around the vertical core earthquake-resistant area. The novel earthquake-resistant structure applied to the air house is adopted, an air garden space structure system is built outside a vertical core earthquake-resistant area through the frame columns and the frame beams, a complete earthquake-resistant building structure system of the air house is formed, the requirements of masses on the air house are met, the earthquake-resistant performance is good, the high volume rate and the low building density development requirement can be met, meanwhile, the households can all have large-area air gardens, mutual interference does not exist, and the privacy feeling is strong.
Description
Technical Field
The utility model relates to the field of building structures and buildings, in particular to the field of civil anti-seismic high-rise buildings, and specifically relates to a novel anti-seismic structure applied to an aerial residence.
Background
Human houses undergo a lengthy development process from initial nests and holes of human birth, to later clans of original society, to the emergence of slave social cities, to the rapid development of sealed social cities. From the initial need to ensure a weather barrier to the creation of a landscape for the environment surrounding a building, the need for humans has evolved from low to high.
With the advent of dense building groups in cities, people are desirous of escaping from ice-cooled cement buildings and putting them into natural ecological craving, which also promotes the generation of high-quality and new-experience green ecological residences.
At present, the city is developed at high level, all buildings are shown by cold outer walls, and people stand in the city as if they are in a cement cage isolated from the world. The reinforced cement wall body is erected at a glance, so that the whole city is boring, dry and lack of vitality, and the dense ice-cold building group also aggravates the environment bearing capacity of the city. The urban interface will develop in the direction of ecology, vitality and vitality in the future. In short, the courtyard on the ground is arranged in a high-rise building, so that each layer of householder can have public courtyards and independent gardens, and further, the parking in the air can be realized. It is against this background that fourth generation residential products should develop.
However, fourth generation residential products currently in common use on the market have the following common problems:
1. The aerial courtyard is small, the functional mode is single, the aerial courtyard is made by the nature of ordinary structure overhanging, the negative effect that brings is that the aerial courtyard area is little, the bearing capacity is poor, the aerial courtyard size of ordinary product is basically between 30-60m2, and the earthing can only be 600mm thick, can't satisfy people's basic demand to planting courtyard.
2. In traditional fourth generation house products, privacy is poor, and the problem that sky courtyard looks at each other generally exists, and it looks at to exist between upper and lower courtyard, and the problem that upper window direct-viewing lower floor garden exists comparatively commonly.
3. Limited by the earthquake-proof requirement, the internal dividing walls are more, and the flexible and changeable multifunctional space cannot be realized indoors.
In summary, the fourth-generation residential products which are common in the traditional market still have larger limitations, and cannot meet the higher and higher use demands of people.
Disclosure of utility model
The utility model aims to overcome the defects of the prior art and provide the novel earthquake-resistant structure which has strong privacy sense, good earthquake resistance and wider application range and is applied to the air residence.
In order to achieve the above object, the novel earthquake-resistant structure applied to the air house of the present utility model is as follows:
The novel earthquake-resistant structure applied to the air house is mainly characterized by comprising a vertical core earthquake-resistant area, a plurality of frame columns, frame beams and floor plates, wherein the frame beams are connected between two adjacent frame columns and between the vertical core earthquake-resistant area and the frame columns, the floor plates are perpendicular to the frame columns, each layer of the vertical core earthquake-resistant area is provided with a living unit and a vertical traffic unit, each layer of the floor plates is provided with an air garden, and each layer of the air gardens are arranged around the vertical core earthquake-resistant area.
Preferably, the vertical core earthquake resistant areas of the two natural layers are used as a standard unit, and the standard unit comprises an odd-even layer, and the air gardens on the odd-even layer are staggered.
Preferably, the vertical core earthquake-resistant area is an independent shear wall structure.
Preferably, the structures are cast-in-situ structural members or prefabricated members.
Preferably, the living units and the vertical traffic units are flexibly arranged in the vertical core earthquake-resistant area according to different requirements, and the interior of the living units is flexibly provided with the internal partition walls according to different requirements.
Preferably, the interval between two adjacent layers of frame floor boards of the structure is 6-8 m, and the interval between two layers of frame floor boards in the vertical core earthquake-resistant area is 3-4 m.
By adopting the novel earthquake-resistant structure applied to the air house, the living unit and the vertical traffic unit are arranged in the vertical core earthquake-resistant area by building the vertical core earthquake-resistant building structure system around the vertical traffic core tube, the layout of the living unit and the vertical traffic unit can be randomly adjusted according to the use requirement, and the air garden space structure system is built outside the vertical core earthquake-resistant area through the frame column and the frame beam, so that the complete earthquake-resistant building structure system of the air house is formed. Therefore, the requirements of the masses on high-quality air houses can be met, and the product with good earthquake resistance, high volume rate and low building density development requirements can be provided.
Drawings
Fig. 1 is a three-dimensional schematic view of the novel earthquake-resistant structure of the present utility model applied to an air dwelling.
Fig. 2 is an odd-numbered floor plan view of the novel earthquake-resistant structure of the present utility model applied to an air house.
Fig. 3 is an even-numbered floor plan view of the novel earthquake-resistant structure of the present utility model applied to an air house.
Fig. 4 is a front elevation view of the novel earthquake-resistant structure of the present utility model applied to an air dwelling.
Fig. 5 is a side elevation view of the novel earthquake-resistant structure of the present utility model as applied to an aerial dwelling.
Reference numerals:
1-1 vertical core seismic area
1-2 Floor slab
1-3 Frame column
1-4 Frame beam
2-1 Vertical traffic unit
2-2 Living units
2-3 Air garden
Detailed Description
In order to more clearly describe the technical contents of the present utility model, a further description will be made below in connection with specific embodiments.
The novel earthquake-resistant structure applied to the air house comprises a vertical core earthquake-resistant area, a plurality of frame columns, frame beams and floor plates, wherein the frame beams are connected between two adjacent frame columns and between the vertical core earthquake-resistant area and the frame columns, the floor plates are perpendicular to the frame columns, each layer of the vertical core earthquake-resistant area is provided with a living unit and a vertical traffic unit, each layer of the floor plates is provided with an air garden, and each layer of the air gardens are arranged around the vertical core earthquake-resistant area.
As a preferred embodiment of the utility model, the vertical core seismic areas of the two natural layers are used as a standard unit, and the standard unit comprises an odd-even layer, and the air gardens on the odd-even layer are staggered.
As a preferred embodiment of the present utility model, the vertical core seismic area is an independent shear wall structure.
As a preferred embodiment of the utility model, the structure adopts cast-in-situ structural members or prefabricated members.
As a preferred embodiment of the present utility model, the living units and the vertical traffic units are flexibly arranged inside the vertical core earthquake-resistant area according to different requirements, and the inside of the living units is flexibly provided with the internal partition walls according to different requirements.
As a preferred implementation mode of the utility model, the interval between two adjacent layers of frame floor plates of the structure is 6-8 m, and the interval between two layers of frame floor plates in a vertical core earthquake-resistant area is 3-4 m.
In the specific embodiment of the utility model, as shown in fig. 1 to 5, a concrete structure frame-shear wall structure system can be used as an 'air house', and can meet the requirement of a low-density and high-development-strength land block or an old city modified high-quality product.
The structure comprises 1-1 vertical core anti-seismic areas, 1-3 vertical frame columns, frame beams 1-4 connected between two adjacent frame columns and between the vertical core anti-seismic areas and the frame columns, and a floor plate 1-2 perpendicular to the frame columns, thereby forming a complete structure system. Each layer of vertical core earthquake-resistant area unit comprises a vertical traffic unit 2-1 and a living unit 2-2, and each layer of floor board 1-2 is provided with 2-3 air gardens.
The components of the building structure system are cast-in-situ structural components or prefabricated components.
The interior of the living unit can be flexibly provided with the internal partition walls according to different requirements.
The interval between two adjacent layers of frame floor boards is 6-8 m, and the interval between two layers of frame floor boards in the vertical core earthquake-resistant area is 3-4 m.
The vertical core earthquake-resistant area is an independent shear wall structure system and bears all earthquake-resistant requirements.
The living units and the vertical traffic units can be flexibly arranged inside the vertical core earthquake-resistant area according to different requirements.
The aerial garden is arranged around the vertical core earthquake-resistant area, and the plane layout form can be adjusted at will according to the use requirement.
The vertical core earthquake-resistant area can independently form a complete structural system, the structural system considers the load space of the customizable living unit, is completely self-formed, can realize the effect of large space inside, can be freely divided and is convenient for implementation of various customized schemes, two natural layers of the vertical core earthquake-resistant area are used as a standard unit, and the odd layers and the even layers in the standard unit are arranged in an air garden staggered manner, so that the problems of visual line viewing frequently occurring in traditional products, poor sound insulation between the courtyard and the yard and the like are avoided, and the living privacy is improved.
For the vertical core earthquake-resistant area 1-1, the number of the frame columns 1-3 and the floor boards 1-2 can be designed in other numbers according to actual needs, the utility model is not limited in this way, vertical superposition can be carried out within a reasonable range, the utilization rate of the land can be greatly increased, the development intensity of single land is improved, the land utilization rate is improved after superposition, under the same building density, the standard units can repeatedly utilize the vertical space of the land, thereby obtaining larger garden space, residents can all have larger private gardens compared with the traditional residential products, the living quality is improved, and due to the improvement of building height after superposition, the standard units at high places can obtain good view field, and more farther urban landscapes can be seen.
In this embodiment, the structural members of the building structure system may be cast-in-place structural members, or prefabricated members may be used. After the construction of the vertical core earthquake-resistant area is completed and a stable outer protective structure is formed, the design of an external aerial garden scheme can be flexibly adjusted according to requirements, and a complete aerial residence is formed after the aerial garden main body structure is connected with the vertical core earthquake-resistant area, so that better earthquake resistance is formed.
In the embodiment, the vertical traffic units and the living units are arranged in the vertical core earthquake-resistant area and are complete and independent shear wall structure systems, so that the earthquake resistance of the whole structure is further improved. The vertical traffic unit and the living unit can randomly adjust the plane position, the plane layout and the elevation effect according to the use requirement. The planar layout of the vertical traffic units and the living units may be specifically tailored to the specific implementation of the example location.
In this embodiment, between two adjacent floor boards 1-2, i.e., at intervals of 3 to 4m in the vertical direction, a group of odd-even layers are stacked to a height of one standard cell, i.e., 6 to 8m. The number of layers and the height are flexibly adjusted and changed according to the requirements. The standard units can be vertically overlapped in the vertical direction, and the specific height and the overlapped number of the standard units can be specifically adjusted according to the specific implementation mode of the example location.
The earthquake-resistant building structure system used as the air residence further solves 3 problems in the background technology:
Firstly, designing a vertical core earthquake resistant area through a building structure system, and arranging vertical traffic units and living unit spaces in the vertical core earthquake resistant area to form an independent shear wall structure system, so as to obtain good structural earthquake resistance. Then set up the garden in the air around vertical core antidetonation region according to actual demand, be connected with vertical core antidetonation region through frame post and frame roof beam, form complete structure system to increase the load bearing capacity of garden in the air, promote garden earthing thickness, satisfy people to planting the basic demand in courtyard.
And 2, by virtue of the design of the plane layout of the odd-even layer, the dislocation relation between the upper layer of garden and the lower layer of garden is ensured, and the relative distance between the upper layer of garden and the lower layer of garden is pulled open, so that a series of problems of influence on the privacy of the garden, such as sight viewing, noise interference and the like, are solved.
And 3, the vertical core anti-seismic area adopts a shear wall structure system, and shear walls are arranged around the outer contour, so that the influence of the shear walls on the vertical core anti-seismic area is reduced, the large internal space in the vertical core anti-seismic area is ensured, the indoor effect of free separation is ensured, and the requirement of people on higher and higher quality of living space is met.
The specific implementation manner of this embodiment may be referred to the related description in the foregoing embodiment, which is not repeated herein.
It is to be understood that the same or similar parts in the above embodiments may be referred to each other, and that in some embodiments, the same or similar parts in other embodiments may be referred to.
It should be noted that in the description of the present utility model, 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. Furthermore, in the description of the present utility model, unless otherwise indicated, the meaning of "plurality" means at least two.
In the description of the present specification, a description referring to terms "one embodiment," "some embodiments," "examples," "specific examples," or "some examples," etc., means that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the present utility model. In this specification, schematic representations of the above terms do not necessarily refer to the same embodiments or examples. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
By adopting the novel earthquake-resistant structure applied to the air house, the living unit and the vertical traffic unit are arranged in the vertical core earthquake-resistant area by building the vertical core earthquake-resistant building structure system around the vertical traffic core tube, the layout of the living unit and the vertical traffic unit can be randomly adjusted according to the use requirement, and the air garden space structure system is built outside the vertical core earthquake-resistant area through the frame column and the frame beam, so that the complete earthquake-resistant building structure system of the air house is formed. Therefore, the requirements of the masses on high-quality air houses can be met, and the product with good earthquake resistance, high volume rate and low building density development requirements can be provided.
In this specification, the utility model has been described with reference to specific embodiments thereof. It will be apparent that various modifications and variations can be made without departing from the spirit and scope of the utility model. The specification and drawings are, accordingly, to be regarded in an illustrative rather than a restrictive sense.
Claims (6)
1. A novel earthquake-resistant structure applied to an aerial house is characterized by comprising a vertical core earthquake-resistant area, a plurality of frame columns, frame beams and floor plates, wherein the frame beams are connected between two adjacent frame columns and between the vertical core earthquake-resistant area and the frame columns, the floor plates are perpendicular to the frame columns, each layer of the vertical core earthquake-resistant area is provided with a living unit and a vertical traffic unit, each layer of the floor plates is provided with an aerial garden, and each layer of the aerial gardens are arranged around the vertical core earthquake-resistant area.
2. The novel earthquake-resistant structure for air houses according to claim 1, wherein the vertical core earthquake-resistant areas of two natural floors are used as a standard unit, and one standard unit comprises an odd-even floor, and air gardens on the odd-even floor are staggered.
3. The novel earthquake-resistant structure for air houses according to claim 1, wherein the vertical core earthquake-resistant area is an independent shear wall structure.
4. The novel earthquake-resistant structure for air houses according to claim 1, wherein the structure adopts cast-in-situ structural members or prefabricated members.
5. The novel earthquake-resistant structure applied to the air house according to claim 1, wherein the living units and the vertical traffic units are flexibly arranged inside the vertical core earthquake-resistant area according to different requirements, and the inside of the living units is flexibly provided with the internal partition walls according to different requirements.
6. The novel earthquake-resistant structure applied to the air house according to claim 1, wherein the interval between two adjacent layers of frame floor plates of the structure is 6-8 m, and the interval between two layers of frame floor plates of a vertical core earthquake-resistant area is 3-4 m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202421595271.1U CN222822933U (en) | 2024-07-08 | 2024-07-08 | New earthquake-resistant structure for sky homes |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202421595271.1U CN222822933U (en) | 2024-07-08 | 2024-07-08 | New earthquake-resistant structure for sky homes |
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| Publication Number | Publication Date |
|---|---|
| CN222822933U true CN222822933U (en) | 2025-05-02 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202421595271.1U Active CN222822933U (en) | 2024-07-08 | 2024-07-08 | New earthquake-resistant structure for sky homes |
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| CN (1) | CN222822933U (en) |
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- 2024-07-08 CN CN202421595271.1U patent/CN222822933U/en active Active
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