A high-rise building structure with unequal-height basements embedded in sloping terrain

Abstract

This utility model discloses a high-rise building structure with unequal-height basements embedded in sloping terrain, relating to the field of building engineering technology. It includes a foundation slab and a ground stratum. The foundation slab includes a horizontal slab at the bottom of the ground stratum and a sloping slab on the slope of the ground stratum. A pile cap is provided at the location of the sloping slab. A first transfer shear wall is cast on top of the foundation slab. A second basement slab is placed on top of the first transfer shear wall, and a second transfer shear wall is placed on top of the second basement slab. A soil cover layer is placed on top of the first basement slab. This utility model, by providing a high-rise building structure with unequal-height basements embedded in sloping terrain, can effectively support sloping basement structures, resulting in high support strength for the basement and ensuring the quality of the building.

Description

Technical Field

[0001] This utility model relates to the field of building engineering technology, specifically a high-rise building structure with unequal height embedded basement on sloping terrain. Background Technology

[0002] In modern construction engineering, with the acceleration of urbanization and the increasing scarcity of land resources, the design and construction of building structures face more and more challenges. Especially when constructing high-rise buildings in areas with complex terrain and natural slopes, ensuring the safety and stability of basement structures has become an important research topic. Traditional basement designs typically assume a level ground surface and use this as a basis for structural design. However, in practical engineering applications, especially on hillsides, this assumption often fails because there may be significant differences in ground elevation. This necessitates that the basement structure adapt to these uneven conditions.

[0003] Currently, the common approach for basement structures located on slopes is to adjust the height of different parts of the basement to match the terrain. However, this method faces several problems in implementation. First, because the basement structure needs to bear the weight of the building at different heights, this increases the complexity of structural design and construction. Second, traditional designs struggle to effectively address the transition between different heights, easily leading to stress concentration and affecting the stability and safety of the entire building structure. Furthermore, existing designs perform poorly in responding to natural disasters such as earthquakes, failing to provide sufficient support strength to withstand external forces, potentially increasing the risk of building damage or even collapse. Therefore, this invention proposes a high-rise building structure with unequal-height basements embedded in sloping terrain. Utility Model Content

[0004] Technical problems to be solved The purpose of this utility model is to overcome the shortcomings of the existing technology and provide a high-rise building structure with unequal height embedded basement on a slope. It aims to enhance the overall stability of the basement structure by effectively supporting it.

[0005] Technical solution

[0006] To achieve the above objectives, this utility model provides the following technical solution: a high-rise building structure with unequal height embedded basement on a slope, comprising a base slab foundation and a ground layer, wherein the base slab foundation includes a horizontal base slab located at the bottom of the ground layer, and the base slab foundation also includes a slope base slab located on the slope of the ground layer, and a support platform is provided at the location where the slope base slab is located on the ground layer. A first transfer shear wall is poured on top of the foundation slab. A second basement slab is set on top of the first transfer shear wall. A second transfer shear wall is set on top of the second basement slab. A first basement slab is set on top of the first basement slab. A soil cover layer is set on top of the first basement slab. By setting up a high-rise building structure with unequal height embedded basement in sloping areas, the sloping basement structure can be effectively supported, resulting in high support strength for the sloping basement and ensuring the quality of the building.

[0007] Preferably, the anchoring bar is located at one end of the second basement roof slab.

[0008] Preferably, the sloped bottom slab and the basement roof slab are connected by a support column.

[0009] Preferably, the sloped bottom slab and the basement top slab are connected by a supporting column.

[0010] Preferably, a top plate embedding end is provided on the side of the basement top plate that is close to the ground slope, and a cast-in-place support column is connected to the bottom of the top plate embedding end.

[0011] Preferably, the slope base plate has two layers, one of which is a negative slope base plate, which is integrally cast with the horizontal base plate.

[0012] Preferably, the slope base plate further includes a negative slope base plate, which is integrally cast with the basement roof slab.

[0013] Beneficial effects

[0014] Compared with existing technologies, the high-rise building structure with unequal-height basements embedded in the sloping terrain has the following advantages: This utility model provides effective support for sloping basement structures by setting up a high-rise building structure with unequal height embedded in the basement on a slope, resulting in high support strength for the basement on the slope and ensuring the quality of the building. Attached Figure Description

[0015] To more clearly illustrate the technical solutions in the embodiments of this utility model or the prior art, the drawings used in the description of the embodiments or the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0016] Figure 1 This is a schematic diagram of the structure of this utility model; Figure 2 This is a schematic diagram of the structure of the support column of this utility model; Figure 3 This is a schematic diagram of the slope base plate of this utility model; Figure 4 This is a partial structural schematic diagram of the present invention.

[0017] In the picture: 1. Foundation slab; 2. Soil layer; 3. Transfer shear wall 1; 4. Basement roof slab 2; 5. Transfer shear wall 2; 6. Basement roof slab 1; 7. Overburden layer; 8. Anchor bars; 9. Supporting column; 101. Horizontal base slab; 102. Sloping base slab; 601. Fixed end of roof slab; 602. Cast-in-place supporting column; 1021. Slope 2 base slab; 1022. Slope 1 base slab. Detailed Implementation

[0018] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0019] Please see Figures 1-4 As shown, this utility model provides a technical solution: a high-rise building structure with unequal height embedded basement on a slope, including a base slab foundation 1 and a ground layer 2. The base slab foundation 1 includes a horizontal base slab 101 located at the bottom of the ground layer 2, and the base slab foundation 1 also includes a slope base slab 102 located on the slope of the ground layer 2. A foundation platform 201 is provided at the location where the slope base slab 102 is located on the ground layer 2.

[0020] In this utility model, a transfer shear wall 3 is poured on top of the foundation 1, a basement roof slab 4 is set on top of the transfer shear wall 3, a transfer shear wall 5 is set on top of the basement roof slab 4, a basement roof slab 6 is set on top of the transfer shear wall 5, and a soil cover layer 7 is set on top of the basement roof slab 6. By setting up a high-rise building structure with unequal height embedded basement in sloping areas, the sloping basement structure can be effectively supported, resulting in high support strength for the sloping basement and ensuring the quality of the building.

[0021] The anchoring bar 8 at one end of the basement roof slab 24 of this utility model.

[0022] Please refer to the following carefully. Figure 3 and Figure 4The slope base slab 102 is connected to the basement roof slab 2 4 by a support column 9, and the slope base slab 102 is connected to the basement roof slab 1 6 by a support column 2 10. The slope base slab 102 has two layers, one of which is the negative slope base slab 1021, which is integrally cast with the horizontal base slab 101. The slope base slab 102 also includes the negative slope base slab 1022, which is integrally cast with the basement roof slab 2 4.

[0023] Please refer to the following carefully. Figure 3 A top plate embedment end 601 is provided on the side of the basement top plate 6 that is close to the slope of the ground layer 2, and a cast-in-place support column 602 is connected to the bottom of the top plate embedment end 601.

[0024] Working principle: By setting up a high-rise building structure with unequal height embedded basement in sloping areas, the basement structure with slope can be effectively supported, so that the basement in sloping areas has high support strength and ensures the quality of the building.

[0025] In summary, this utility model includes a base slab foundation and a stratum. The base slab foundation includes not only a horizontal base slab at the bottom of the stratum but also a sloping base slab on the stratum's slope. A pile cap is provided at the location of the sloping base slab to further enhance the structural stability. Furthermore, above the base slab foundation, a transfer shear wall I, a basement roof slab II, another transfer shear wall II, and the basement roof slab I are sequentially arranged, ultimately covered by a topsoil layer. This design effectively distributes the load, reduces stress concentration, improves the overall compressive strength of the building structure, and ensures the safety and durability of the building under complex geological conditions. Simultaneously, this design provides new ideas and technical references for the development of similar projects in the future.

[0026] It should be noted that, in this document, relational terms such as "first" and "second" are used only to distinguish one entity or operation from another, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Furthermore, the terms "comprising," "including," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such process, method, article, or apparatus.

[0027] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A high-rise building structure with an unequal-height basement embedded in a sloping area, comprising a foundation slab (1) and a ground layer (2), characterized in that: The foundation (1) includes a horizontal base plate (101) located at the bottom of the stratum (2), and the foundation (1) also includes a slope base plate (102) located on the slope of the stratum (2). A pile cap (201) is provided at the location where the slope base plate (102) is provided in the stratum (2). The basement foundation (1) has a first transfer shear wall (3) poured on top, the first transfer shear wall (3) has a second basement slab (4) on top, the second basement slab (4) has a second transfer shear wall (5) on top, the second transfer shear wall (5) has a first basement slab (6) on top, and the first basement slab (6) has a soil cover layer (7) on top.

2. The high-rise building structure of claim 1, wherein: Anchor bar (8) at one end of the basement roof slab 2 (4).

3. The high-rise building structure of claim 1, wherein: The slope bottom plate (102) and the basement top plate (4) are connected by a support column (9).

4. The high-rise building structure of claim 1, wherein: The slope base plate (102) and the basement roof plate (6) are connected by a support column (10).

5. The high-rise building structure of claim 1, wherein: The basement roof slab (6) is provided with a roof slab embedment end (601) on the side of the slope of the ground layer (2), and the bottom of the roof slab embedment end (601) is connected to a cast-in-place support column (602).

6. The high-rise building structure of claim 1, wherein: The slope base plate (102) has two layers, one of which is a negative slope base plate (1021), which is integrally cast with the horizontal base plate (101).

7. The high-rise building structure of claim 1, wherein: The slope base plate (102) also includes a negative slope base plate (1022), which is cast together with the basement roof plate (4).

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