New air garden villa building structure

Abstract

The present application relates to a new air garden villa building structure, the technical scheme integrates structure and decorative design, reduces decorative resource waste and capital investment. Moreover, the technical scheme solves the stress concentration problem and durability problem, poor seismic performance and other technical problems caused by single inclined strut structure.

Description

TECHNICAL FIELD

[0001] The present application relates to the field of building, and discloses a new air garden villa building structure. BACKGROUND

[0002] At present, in the design process of the air garden building structure, when the garden structure needs to be cantilevered, a single inclined support structure is generally used to bear the load, but due to the large weight of the garden and the covering soil and the large cantilever span, the single inclined support structure will cause local stress concentration, which will adversely affect the stability and seismic performance of the building structure. Moreover, long-term support will reduce the material resistance, further increase the instability of the structure, and increase the risk of structural damage. SUMMARY

[0003] In order to overcome the defects in the prior art, the purpose of the present application is to provide a new air garden villa building structure, and the building structure comprises a main building structure, an air garden structure, and an air garden gravity support structure.

[0004] The air garden gravity support structure can be one or a combination of the following building structure forms:

[0005] In the technical scheme of the present application, the multi-level progressive withdrawal support structure is used to solve the problem of stress concentration caused by single inclined support structure and the problem of durability; the multi-level progressive withdrawal support structure can be a single-sided structure relying on the main building structure to the air garden structure, or a double-sided structure, which forms prestress through the load bearing of the side structure to reduce the influence of the gravity of the air garden structure on the structure.

[0006] The double-sided structure can be hidden in the wall of the main building structure part;

[0007] The multi-level progressive withdrawal structure can be supplemented by an implicit inclined support structure inside to increase the stability of the structure.

[0008] In the technical scheme of the present application, the non-continuous column truss support structure, the truss can be an inclined truss, a vertical truss, or a combination of inclined and vertical trusses, which avoids the poor stability of high-load single continuous column lower support.

[0009] The truss structure can be a steel structure or a cement concrete structure.

[0010] The truss structure form can be adjusted according to the needs of the structure.

[0011] Through the multi-point support of the truss, the support force and the tension force are parallel, which solves the stress concentration caused by local excessive load concentration and achieves the stability of the structure.

[0012] The air garden structure can be a flat structure, or a two-layer or multi-layer cantilever structure.

[0013] The living unit in the main building structure can be a flat layer or a duplex, and can be combined with the air garden structure to form a private garden structure with a garden.

[0014] When the air garden structure is a cantilever structure spanning layers, the adjacent part of the cantilever layer needs to be separated by non-transparent materials when it is adjacent to other living units.

[0015] When the air garden structure is a cantilever structure, each air garden is located on the same flat layer as the flat air garden, forming a uniform and regular cantilever garden pattern. The top and bottom of all air gardens are parallel, and the top and bottom of other air gardens are not parallel. The air gardens can also be arranged in a staggered manner with the flat air gardens on the same flat layer. The stability of the building structure is better than that of the air gardens on the same flat layer.

[0016] Compared with the existing technical solutions, the technical solution integrates structure and decorative design, reduces waste of decorative resources and investment, and solves the problems of stress concentration, durability, poor seismic performance, and other technical problems caused by single inclined support structure. At the same time, it solves the problem of visual interference caused by the proportion of the garden, and the safety hazard problem such as theft. BRIEF DESCRIPTION OF DRAWINGS

[0017] Figure 1 A single-sided structure diagram of a new air garden villa building structure of the present application;

[0018] Figure 2 A double-sided structure diagram of a new air garden villa building structure of the present application;

[0019] Figure 3 A non-continuous column truss support structure diagram of a new air garden villa building structure of the present application.

[0020] The drawings are identified as follows:

[0021] 1-main building structure, 2-air garden structure, 3-retreating multi-beam support structure, 4-tension truss structure, 5-support force truss structure. DETAILED DESCRIPTION

[0022] The specific embodiments of the present application will be further described in detail below with reference to the accompanying drawings.

[0023] The building structure of the present application comprises 1-main body building structure, 2-air garden structure, air garden gravity support structure, the air garden gravity support structure can be one or a combination of the following building structure forms:

[0024] 3-retreating multi-beam support structure, discontinuous column truss support structure.

[0025] As Figures 1-2 shown in the technical scheme of the present application, the 3-retreating multi-beam support structure adopts a multi-stage successive retreating structure to solve the stress concentration problem and durability problem caused by a single inclined support structure; as Figure 1 shown, the 3-retreating multi-beam support structure can be a single-sided structure relying on the 1-main body building structure to the 2-air garden structure, the 1-main body building structure, the 2-air garden structure, and the 3-retreating multi-beam support structure together constitute a building. As Figure 2 shown, it can also be a double-sided structure, the 3-retreating multi-beam support structure is a schematic diagram of a double-sided structure, which can be a symmetrical structure or an asymmetrical structure, and the pre-stress is formed by the load-bearing of the side structure to reduce the influence of the gravity of the 2-air garden structure on the structure.

[0026] The double-sided structure can be hidden in the wall part of the 1-main body building structure;

[0027] The multi-stage successive retreating structure can be assisted by an implicit inclined support structure inside to increase the stability of the structure.

[0028] In the technical scheme of the present application, the discontinuous column truss support structure can be an inclined truss (as Figure 3 shown, the inclined truss is composed of a 4-tension truss structure and a 5-support truss structure), a vertical truss, or a combination of an inclined vertical truss, which avoids the poor stability of a high-load single continuous column lower support.

[0029] The truss structure can be a steel structure or a cement concrete structure.

[0030] The truss structure form can be adjusted according to the needs of the structure.

[0031] Through the multi-point support of the truss, the support force and the tension force are parallel, which solves the stress concentration caused by excessive local load concentration and achieves the stability of the structure.

[0032] In the technical scheme of the present application, the air garden structure can be a flat structure, a two-story or multi-story open structure.

[0033] The 1-main building structure, in which the living unit can be a flat or a duplex, can be combined with the air garden structure to form a private garden structure with a garden.

[0034] The 2-air garden structure, when being a cross-layer cantilever structure, needs to be adjacent to other living units, and the adjacent part is separated by non-transparent material.

[0035] The air garden structure, when being a cantilever structure, each air garden is located at the same layer as the flat air garden to form a uniform and regular cantilever garden pattern, and the top and bottom of all air gardens are parallel, and the top and bottom of the air gardens are not parallel to the half waist of other air gardens; or each air garden is staggered with the flat air garden.

[0036] The present application is not limited to the above-mentioned embodiments, and any modification, improvement or replacement within the scope of the present application can be conceived by those skilled in the art without departing from the essential content of the present application.

Claims

1. The new sky garden villa building structure is characterized by: The building structure includes a main building structure, a sky garden structure, and a sky garden gravity support structure. The sky garden gravity support structure is a recessed multi-beam support structure; or a combination of a recessed multi-beam support structure and a discontinuous column truss support structure.

2. The new sky garden villa building structure according to claim 1 is characterized in that: The recessed multi-beam support structure adopts a multi-level progressive recessed structure to solve the stress concentration and durability problems caused by a single diagonal bracing structure; the recessed multi-beam support structure can be a single-sided structure relying on the main building structure to face the sky garden structure, or a double-sided structure, which forms prestress through the load-bearing of the opposite side structure to reduce the impact of the gravity of the sky garden structure on the structure; the multi-level progressive recessed structure can assist the hidden diagonal bracing structure internally to increase structural stability.

3. The new sky garden villa building structure according to claim 1 is characterized in that: The combination structure of the retractable multi-beam support structure and the discontinuous column truss support structure; the discontinuous column truss support structure, the truss can be an oblique truss, a vertical truss, or an oblique-vertical combined truss.

4. The new sky garden villa building structure according to claim 1 is characterized in that: The sky garden structure can be a flat structure or a two-story or multi-story structure.

5. The new sky garden villa building structure according to claim 1 is characterized in that: The main building structure and the residential units therein can be single-story or duplex, and can be combined with the sky garden structure to form a private garden structure with a garden.

6. The new sky garden villa building structure according to claim 1 is characterized in that: When the sky garden structure is a cross-layer open structure, when the open layer needs to be adjacent to other residential units, the adjacent parts are separated by non-transparent materials.

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