Novel anti-seismic structure applied to aerial residence

Abstract

The utility model relates to a novel anti-seismic structure applied to an aerial house, which comprises a vertical core anti-seismic area, a plurality of frame columns, frame beams and floor plates, the frame beams are connected between two adjacent frame columns and between the vertical core anti-seismic area and the frame columns, and the floor plates are perpendicular to the frame columns; each layer of vertical core anti-seismic area is provided with a living unit and a vertical traffic unit, each layer of floor plate is provided with a hanging garden, and each layer of hanging garden is arranged around the corresponding vertical core anti-seismic area. By the adoption of the novel anti-seismic structure applied to the aerial residence, an aerial garden space structure system is constructed outside the vertical core anti-seismic area through the frame columns and the frame beams, a complete anti-seismic building structure system of the aerial residence is formed, the requirements of the public for the aerial residence are met, the anti-seismic performance is good, the high plot ratio can be met, and the anti-seismic effect is good. And meanwhile, large-area hanging gardens can be provided for each household, mutual interference does not exist, and the privacy feeling is high.

Description

Technical Field

[0001] The utility model relates to the field of building structures and buildings, in particular to the field of civil earthquake-resistant high-rise buildings, and specifically refers to a new earthquake-resistant structure used in aerial residences. Background Art

[0002] Human housing has gone through a long process of development, from nests and cave dwellings in the early days of human beings to tribes in the late primitive society, from the emergence of cities in slave society to the emergence and rapid development of cities in feudal society. From the initial need to ensure shelter from wind and rain to the creation of the surrounding landscape of buildings, human needs have developed from low to high.

[0003] With the emergence of densely packed high-rise buildings in cities, people are eager to escape from the cold concrete buildings and embrace the ecological nature. This desire has also given rise to the creation of high-quality, new-experience green ecological residences.

[0004] At present, cities are highly developed, and all buildings are cold exterior walls; people standing in them seem to be in a cement cage isolated from the world. At a glance, the reinforced concrete walls everywhere make the whole city look dull, dry and lifeless; the dense and cold buildings also increase the environmental carrying capacity of the city. In the future, the urban interface will develop in the direction of ecological nature, vitality and vitality. Simply put, it is to place the ground courtyard in a high-rise building, so that each floor of the residents can have a public courtyard and an independent garden, and further realize aerial parking. It is under this background demand that the fourth generation of residential products should be born.

[0005] However, the fourth-generation residential products currently on the market still have the following common problems:

[0006] 1. The sky courtyard is small and has a single functional model. The common fourth-generation residential products usually use the cantilevered structure to build the sky courtyard. The negative effect is that the sky courtyard is small in area and has poor load-bearing capacity. The size of the sky courtyard of common products is basically between 30-60㎡, and the covering soil can only be 600mm thick at most, which cannot meet people's basic needs for planting courtyards.

[0007] 2. Poor privacy. In traditional fourth-generation residential products, there is a common problem of sky courtyards facing each other, upper and lower courtyards facing each other, and upper windows looking directly at lower gardens.

[0008] 3. Due to the restrictions of earthquake resistance, there are many internal partition walls, and the interior cannot be made into a flexible and multifunctional space.

[0009] In summary, the fourth-generation residential products commonly seen in the traditional market still have great limitations and cannot meet people's increasingly high usage needs. Utility Model Content

[0010] The purpose of the utility model is to overcome the shortcomings of the above-mentioned prior art and provide a new earthquake-resistant structure for aerial residences which has a strong sense of privacy, good earthquake-resistant performance and a wide range of applications.

[0011] In order to achieve the above-mentioned purpose, the novel earthquake-resistant structure applied to the sky house of the utility model is as follows:

[0012] The new earthquake-resistant structure used for aerial residence has the following main features: the structure includes a vertical core earthquake-resistant area, several frame columns, frame beams and floor slabs; the frame beams are connected between two adjacent frame columns and between the vertical core earthquake-resistant area and the frame columns; the floor slabs are perpendicular to the frame columns; each layer of the vertical core earthquake-resistant area is provided with residential units and vertical traffic units; each layer of the floor slab is provided with a sky garden; and each layer of the sky garden is arranged around the vertical core earthquake-resistant area.

[0013] Preferably, the vertical core earthquake-resistant areas of the two natural layers are regarded as a standard unit, and one standard unit includes odd and even layers, and the sky gardens on the odd and even layers are staggered.

[0014] Preferably, the vertical core seismic resistant area is an independent shear wall structure.

[0015] Preferably, the structures are all cast-in-place structural components or assembled prefabricated components.

[0016] Preferably, the residential units and vertical traffic units are flexibly arranged inside the vertical core earthquake-resistant area according to different needs, and the interior of the residential units is flexibly arranged with internal partition walls according to different needs.

[0017] Preferably, the spacing between two adjacent frame floor slabs of the structure is 6 to 8 m, and the spacing between the vertical core earthquake-resistant area slabs between the two frame floor slabs is 3 to 4 m.

[0018] The new earthquake-resistant structure applied to the aerial residence of the utility model is adopted. By building a vertical core earthquake-resistant building structure system around the vertical traffic core tube, the residential units and vertical traffic units are arranged inside the vertical core earthquake-resistant area. The layout of the residential units and vertical traffic units can be adjusted at will according to the use requirements. The aerial garden space structure system is constructed by frame columns and frame beams outside the vertical core earthquake-resistant area to form a complete earthquake-resistant building structure system for aerial residences. Thus, the public's demand for high-quality aerial residences can be met, providing a product with good earthquake-resistant performance, which can meet the development requirements of high volume ratio and low building density, and at the same time, each household can have a large aerial garden without mutual interference and a strong sense of privacy. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] Figure 1 It is a three-dimensional schematic diagram of the new earthquake-resistant structure applied to aerial residence of the utility model.

[0020] Figure 2 This is a plan view of odd-numbered floors of a new earthquake-resistant structure used for aerial residences according to the utility model.

[0021] Figure 3 This is a plan view of even-numbered floors of a new earthquake-resistant structure used for aerial residences according to the utility model.

[0022] Figure 4 It is a front view of the novel earthquake-resistant structure applied to the aerial residence of the utility model.

[0023] Figure 5 It is a side front view of the novel earthquake-resistant structure applied to the aerial residence of the utility model.

[0024] Reference numerals:

[0025] 1-1 Vertical core seismic area

[0026] 1-2 floor slab

[0027] 1-3 frame column

[0028] 1-4 frame beam

[0029] 2-1 Vertical Traffic Unit

[0030] 2-2 Residential Unit

[0031] 2-3 Sky Garden DETAILED DESCRIPTION

[0032] In order to more clearly describe the technical content of the present invention, further description is given below in conjunction with specific embodiments.

[0033] The utility model discloses a novel earthquake-resistant structure applied to aerial residences, which comprises a vertical core earthquake-resistant area, a plurality of frame columns, frame beams and floor slabs, wherein the frame beams are connected between two adjacent frame columns and between the vertical core earthquake-resistant area and the frame columns, and the floor slabs are perpendicular to the frame columns; the vertical core earthquake-resistant area of ​​each floor is provided with residential units and vertical traffic units, the floor slabs of each floor are provided with aerial gardens, and the aerial gardens of each floor are arranged around the vertical core earthquake-resistant area.

[0034] As a preferred embodiment of the utility model, the vertical core earthquake-resistant areas of the two natural layers are used as a standard unit, and one standard unit includes odd and even layers, and the sky gardens on the odd and even layers are staggered.

[0035] As a preferred embodiment of the present utility model, the vertical core seismic resistant area is an independent shear wall structure.

[0036] As a preferred embodiment of the present utility model, the structures described all adopt cast-in-place structural components or assembled prefabricated components.

[0037] As a preferred embodiment of the utility model, the residential units and vertical traffic units are flexibly arranged inside the vertical core earthquake-resistant area according to different needs, and the interior of the residential units is flexibly arranged with internal partition walls according to different needs.

[0038] As a preferred embodiment of the present invention, the interval between two adjacent frame floor slabs of the structure is 6 to 8 m, and the interval between the vertical core earthquake-resistant area slabs between the two frame floor slabs is 3 to 4 m.

[0039] In the specific implementation of the utility model, Figures 1 to 5 As shown, a concrete structural frame-shear wall structure system can be used as a "sky residence" to meet the needs of low-density, high-development intensity plots or high-quality products for urban renewal.

[0040] The structure includes a vertical core earthquake-resistant area 1-1, 8 vertical frame columns 1-3, frame beams 1-4 connected between two adjacent frame columns and between the vertical core earthquake-resistant area and the frame columns, and floor plates 1-2 arranged perpendicular to the frame columns, thereby forming a complete structural system. The vertical core earthquake-resistant area unit of each floor includes a vertical traffic unit 2-1 and a living unit 2-2, and a sky garden 2-3 is arranged on the floor plate 1-2 of each floor.

[0041] The components of the building structure system are cast-in-place structural components or prefabricated components.

[0042] Internal partitions within the residential units can be flexibly arranged according to different needs.

[0043] The distance between two adjacent frame floor slabs is 6 to 8m, and the distance between the vertical core seismic area slabs between two frame floor slabs is 3 to 4m.

[0044] The vertical core seismic area is an independent shear wall structure system that meets all seismic requirements.

[0045] Residential units and vertical traffic units can be flexibly arranged inside the vertical core seismic area according to different needs.

[0046] The sky garden is set up around the vertical core earthquake-resistant area, and the plane layout can be adjusted at will according to usage requirements.

[0047] Among them, the vertical core seismic area can independently form a complete structural system, which takes into account the load space of the customizable residential unit. It is a completely self-contained system, which can achieve a large bay space effect internally and can be freely divided, facilitating the implementation of various customized solutions. The two natural layers of the vertical core seismic area are taken as a standard unit. The standard unit is divided into odd and even layers, and sky gardens are staggered between the odd and even layers. Therefore, there is no line of sight often seen in traditional products, and there is poor sound insulation between courtyards, thereby improving the privacy of living.

[0048] For the vertical core seismic area 1-1, the number of frame columns 1-3 and floor slabs 1-2 can be designed in other quantities according to actual needs. The utility model does not set a limit to this. Vertical stacking can be carried out within a reasonable range, which can greatly increase the utilization rate of land, thereby improving the development intensity of a single piece of land. After stacking, the land utilization rate is improved. Under the same building density, the standard unit can reuse the vertical space of the land to obtain larger and more garden space. Residents can have larger private gardens than traditional residential products, thereby improving the quality of living. Due to the increase in building height after stacking, the standard units at high places can obtain a good landscape view and can see more and farther city landscapes.

[0049] In this embodiment, the components of the building structure system can be cast-in-place structural components, or prefabricated components can be used. After the vertical core earthquake-resistant area is constructed and a stable external protective structure is formed, the design of the external sky garden can be flexibly adjusted according to demand. After the main structure of the sky garden is connected to the vertical core earthquake-resistant area, a complete sky residence is formed, thereby forming a better earthquake resistance.

[0050] In this embodiment, vertical traffic units and residential units are arranged inside the vertical core seismic resistance area, which is a complete and independent shear wall structure system, further improving the overall structural seismic performance. The vertical traffic units and residential units can adjust the plane position, plane layout and facade effect at will according to the use requirements. The plane layout of the vertical traffic units and residential units can be specifically adjusted according to the specific implementation plan of the location of the example.

[0051] In this embodiment, the interval between two adjacent floor plates 1-2, i.e., in the vertical direction, is 3 to 4 meters, and a group of odd and even layers are stacked to form a standard unit height, i.e., 6-8 meters. The number of layers and height can be flexibly adjusted according to needs. Standard units can be stacked vertically in the vertical direction, and the specific height of the standard units and the number of stacked units can be specifically adjusted according to the specific implementation plan of the instance location.

[0052] The earthquake-resistant building structure system used as a sky residence of the utility model further solves the three problems raised in the background technology:

[0053] 1: Through the building structure system, first design the vertical core seismic area, set up vertical traffic units and living unit spaces in the vertical core seismic area, form an independent shear wall structure system, and obtain good structural seismic capacity. Then set up a sky garden around the vertical core seismic area according to actual needs, and connect it with the vertical core seismic area through frame columns and frame beams to form a complete structural system, thereby increasing the load-bearing capacity of the sky garden, increasing the thickness of the garden cover, and meeting people's basic needs for planting courtyards.

[0054] 2: Through the design of odd-even floor plan, a staggered relationship is formed between the upper and lower sky gardens, and the relative distance between the upper and lower gardens is increased, thereby solving a series of problems affecting the privacy of the garden, including line of sight, noise interference, etc.

[0055] 3: The vertical core seismic area adopts a shear wall structure system, and shear walls are set around the outer contour to reduce the impact of the shear wall on the vertical core seismic area, ensuring that the vertical core seismic area has a large internal opening and a freely separable interior effect, thereby meeting people's increasingly high quality requirements for living space.

[0056] The specific implementation scheme of this embodiment can refer to the relevant description in the above embodiment, which will not be repeated here.

[0057] It can be understood that the same or similar parts of the above embodiments can be referenced to each other, and the contents not described in detail in some embodiments can refer to the same or similar contents in other embodiments.

[0058] It should be noted that, in the description of the present invention, the terms "first", "second", etc. are only used for descriptive purposes and cannot be understood as indicating or implying relative importance. In addition, in the description of the present invention, unless otherwise specified, the meaning of "plurality" refers to at least two.

[0059] In the description of this specification, the description with reference to the terms "one embodiment", "some embodiments", "example", "specific example", or "some examples" means that the specific features, structures, materials or characteristics described in conjunction with the embodiment or example are included in at least one embodiment or example of the utility model. In this specification, the schematic representation of the above terms does not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described can be combined in any one or more embodiments or examples in a suitable manner.

[0060] The new earthquake-resistant structure applied to the aerial residence of the utility model is adopted. By building a vertical core earthquake-resistant building structure system around the vertical traffic core tube, the residential units and vertical traffic units are arranged inside the vertical core earthquake-resistant area. The layout of the residential units and vertical traffic units can be adjusted at will according to the use requirements. The aerial garden space structure system is constructed by frame columns and frame beams outside the vertical core earthquake-resistant area to form a complete earthquake-resistant building structure system for aerial residences. Thus, the public's demand for high-quality aerial residences can be met, providing a product with good earthquake-resistant performance, which can meet the development requirements of high volume ratio and low building density, and at the same time, each household can have a large aerial garden without mutual interference and a strong sense of privacy.

[0061] In this specification, the utility model has been described with reference to its specific embodiments. However, it is obvious that various modifications and changes can be made without departing from the spirit and scope of the utility model. Therefore, the description and drawings should be regarded as illustrative rather than restrictive.

Claims

1. A new type of earthquake-resistant structure used in sky houses, characterized in that: The structure includes a vertical core seismic resistant area, several frame columns, frame beams and floor slabs. The frame beams are connected between two adjacent frame columns and between the vertical core seismic resistant area and the frame columns. The floor slabs are perpendicular to the frame columns. The vertical core seismic resistant area of ​​each floor is provided with residential units and vertical traffic units. The floor slabs of each floor are provided with sky gardens. The sky gardens of each floor are arranged around the vertical core seismic resistant area.

2. The novel earthquake-resistant structure for aerial residence according to claim 1 is characterized in that: The vertical core earthquake-resistant areas of the two natural layers are taken as a standard unit, and one standard unit includes odd and even layers, and the sky gardens on the odd and even layers are staggered.

3. The novel earthquake-resistant structure for aerial residence according to claim 1 is characterized in that: The vertical core earthquake-resistant area is an independent shear wall structure.

4. The novel earthquake-resistant structure for aerial residence according to claim 1 is characterized in that: The structures described all use cast-in-place structural components or assembled prefabricated components.

5. The novel earthquake-resistant structure for aerial residence according to claim 1 is characterized in that: The residential units and vertical traffic units are flexibly arranged inside the vertical core earthquake-resistant area according to different needs, and the interior of the residential units is flexibly arranged with internal partition walls according to different needs.

6. The novel earthquake-resistant structure for aerial residence according to claim 1 is characterized in that: The distance between two adjacent frame floor plates of the structure is 6 to 8 meters, and the distance between the vertical core earthquake-resistant area plates between the two frame floor plates is 3 to 4 meters.

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