Box stacking type building structure

By setting up a reinforced structure of concrete base plates and support beams at the bottom of the stacked box, the problems of insufficient load-bearing capacity and structural stability of traditional stacked box buildings are solved, and the needs for high strength and high load are achieved, and the advantages of simplicity in construction and saving steel are provided.

CN119711644APending Publication Date: 2025-03-28SHANGHAI DATACENT SCI CO LTD
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Patent Information

Application Number
CN202510145817.6
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-02-10
Publication Date
2025-03-28

AI Technical Summary

Technical Problem

Traditional stacked-box buildings have limitations in load-bearing capacity and structural stability, and it is difficult to meet high-strength and high-load usage scenarios.

Method used

The reinforced structure is arranged at the bottom of the stacked box, including a concrete base plate and a support beam. The support beam and the concrete base plate are connected by shear-resistant nails, and multiple support beams are evenly spaced below the concrete base plate.

Benefits of technology

It improves the load-bearing capacity and structural stability of stacked-box buildings, meets the needs of high strength and high load, and saves steel, is easy to construct, and is suitable for temporary or permanent buildings that are quickly built.

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Abstract

The invention relates to a stack box type building structure which comprises a stack box and a reinforcing structure arranged at the bottom of the stack box, and the reinforcing structure comprises a concrete bottom plate and a supporting beam. According to the stacking box type building structure, the reinforcing structures are arranged at the bottoms of the stacking boxes, so that the bearing capacity and the structural stability of a container type building are improved, and the high-strength and high-load use requirements are met. The building module has excellent bearing capacity and structural stability, and is suitable for temporary or permanent buildings which are quickly built and have high strength requirements. Improvement is carried out on the basis of the prior art, the overall strength is improved, and steel is saved. Meanwhile, the method further has the advantages of being easy and convenient to construct, rapid to build and the like, and the rapid construction requirements in different scenes can be met. The method has important practical application value, and has wide application prospect and market demand.
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Description

Technical Field

[0001] The invention belongs to the technical field of construction, and in particular relates to a stacked box type building structure. Background Art

[0002] As a fast-building and recyclable building form, stacked box buildings have been widely used in the construction field in recent years. However, traditional stacked box buildings have limitations in load-bearing capacity and structural stability, and are difficult to meet some high-strength and high-load usage scenarios. Therefore, it is necessary to optimize the structure of stacked box buildings to improve their load-bearing capacity and stability. Summary of the invention

[0003] In view of this, an object of the present invention is to provide a stacked box type building structure in view of the deficiencies in the prior art.

[0004] In order to achieve the above object, the present invention adopts the following technical solutions:

[0005] A stacked box type building structure comprises stacked boxes and a reinforcement structure arranged at the bottom of the stacked boxes, wherein the reinforcement structure comprises a concrete bottom plate and a support beam.

[0006] In order to better implement the present invention, further optimization is made in the above structure, and the support beam connection is arranged below the concrete bottom plate.

[0007] In order to better implement the present invention, further optimization is made in the above structure, and the support beam and the concrete bottom plate are connected by shear bolts.

[0008] In order to better implement the present invention, further optimization is made in the above structure, and multiple support beams are provided and evenly spaced below the concrete bottom plate.

[0009] In order to better implement the present invention, further optimization is made in the above structure, and the spacing between the support beams is 1.5m-3m.

[0010] In order to better implement the present invention, further optimization is made in the above structure, and the supporting beam is a steel beam.

[0011] In order to better realize the present invention, further optimization is made in the above structure, multiple concrete bottom plates are horizontally arranged, and the support beams are vertically arranged with the concrete bottom plates.

[0012] In order to better implement the present invention, further optimization is made in the above structure, and the thickness of the concrete bottom plate is 90mm-120mm.

[0013] In order to better realize the present invention, further optimization is made in the above structure, and the concrete bottom plate is a steel bar truss floor deck.

[0014] In order to better realize the present invention, further optimization is made in the above structure, and the stacked boxes are steel structures.

[0015] Compared with the prior art, the present invention has the following beneficial effects:

[0016] The stacked box building structure provided by the present invention aims to improve the bearing capacity and structural stability of the container-type building by setting a reinforcement structure at the bottom of the stacked boxes, so as to meet the use requirements of high strength and high load. The building module has excellent bearing capacity and structural stability, and is suitable for temporary or permanent buildings with rapid construction and high strength requirements. The present invention has been improved on the basis of the existing technology, increasing the overall strength and saving steel. At the same time, this method also has the advantages of simple construction and rapid construction, and can meet the rapid construction requirements in different scenarios. It has important practical application value and has broad application prospects and market demand. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.

[0018] Figure 1 It is a schematic diagram of the bottom structure of the stacked box type building structure of the present invention.

[0019] In the figure:

[0020] 1- stacked boxes, 2- concrete base plate, 3- support beams. DETAILED DESCRIPTION

[0021] To make the purpose, technical solution and advantages of the present invention clearer, the technical solution of the present invention will be described in detail below. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all the embodiments. Based on the embodiments of the present invention, all other implementation methods obtained by ordinary technicians in this field without creative work belong to the scope of protection of the present invention.

[0022] In the description of the present invention, it should be noted that, unless otherwise specified, the meaning of "plurality" is two or more; the orientations or positional relationships indicated by the terms "upper", "lower", "left", "right", "inner", "outer", "front end", "rear end", "head", "tail", etc. are based on the orientations or positional relationships shown in the drawings, and are only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as limiting the present invention. In addition, the terms "first", "second", "third", etc. are only used for descriptive purposes and cannot be understood as indicating or implying relative importance.

[0023] In the description of the present invention, it is also necessary to explain that, unless otherwise clearly specified and limited, the terms "installation", "connection", and "connection" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection or an indirect connection through an intermediate medium. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0024] like Figure 1 As shown, the present invention provides a schematic diagram of the bottom structure of a stacked box type building structure, including a stacked box 1 and a reinforcement structure arranged at the bottom of the stacked box 1. The stacked box 1 is a traditional steel structure with certain strength and durability. The reinforcement structure includes a concrete bottom plate 2 and a support beam 3, which are made of high-strength concrete materials to improve the bearing capacity, durability and fire resistance. In this embodiment, the concrete bottom plate 2 adopts a steel truss floor deck, and the support beam 3 adopts a steel beam. The steel truss floor deck improves the compressive performance, and the steel beam improves the bending performance. The two work together to save steel and improve the bearing capacity of the stacked box 1.

[0025] In order to better realize the present invention, the above structure is further optimized, and the support beam 3 is connected and arranged below the concrete bottom plate 2 to support the concrete bottom plate 2 and improve the bending resistance. The two are connected by shear bolts to improve the connection strength between the support beam 3 and the concrete bottom plate 2, and improve the stability of the entire reinforced structure. A plurality of support beams 3 are arranged and evenly spaced below the concrete bottom plate 2.

[0026] In order to better realize the present invention, further optimization is made in the above structure, and the spacing between the support beams 3 is designed to be 1.5m-3m. In actual use, the number and position of the steel beams are designed according to actual needs to meet the bending resistance requirements of the stacking box structure. A plurality of concrete bottom plates 2 are arranged horizontally, and the support beams 3 are arranged vertically with the concrete bottom plates 2. The support beams 3 support the concrete bottom plates 2, and the concrete bottom plates 2 support the stacking box 1. The thickness of the concrete bottom plates 2 is 90mm-120mm. The thickness of the concrete bottom plates 2 is planned according to the use occasion to meet the use requirements. According to the different thicknesses of the concrete bottom plates 2, the support beams 3 below can also be appropriately adjusted.

[0027] During the manufacturing process, first of all, in accordance with the design requirements of the stacking box 1 monomer, the box body adopts standard size and specifications to ensure the versatility and interchangeability of the building modules. The interior of the box body is divided and laid out according to the use requirements to meet different functional requirements. After the manufacture and assembly of the steel structure frame is completed, a concrete base plate 2 is laid at the bottom of the stacking box 1 monomer. A steel truss floor deck or other types of concrete slabs can be used. The size and thickness of the concrete base plate are designed according to actual needs. Concrete materials have high compressive strength and bending stiffness, which can effectively disperse and withstand the pressure load in the building. In addition, the concrete slab also has good durability and waterproof and fireproof properties, which can effectively improve the service life of the building.

[0028] Next, a support beam 3 is set under the concrete base plate 2. The support beam 3 is a steel beam. The steel beam and the concrete base plate 2 are connected by shear bolts. According to the load-bearing capacity, applicable scenarios, and thickness of the concrete slab, the spacing between the steel beams is more reasonable in the range of 1.5-3 meters. The number and position of the steel beams are designed according to actual needs to meet the bending resistance requirements of the stacked box structure. Finally, the internal equipment of the stacked box 1 building is installed as needed, and fire protection, insulation, decoration and other treatments are carried out, and necessary inspections and commissioning are carried out to ensure that its load-bearing capacity and stability meet the design requirements.

[0029] The above is only a specific embodiment of the present invention, but the protection scope of the present invention is not limited thereto. Any person skilled in the art can easily think of changes or substitutions within the technical scope disclosed by the present invention, which should be included in the protection scope of the present invention. Therefore, the protection scope of the present invention should be based on the protection scope of the claims.

Claims

1. A stacked box building structure, characterized in that: It comprises a stacking box (1) and a reinforcing structure arranged at the bottom of the stacking box (1), wherein the reinforcing structure comprises a concrete bottom plate (2) and a supporting beam (3).

2. A stacked box building structure according to claim 1, characterized in that: The support beam (3) is connected and arranged below the concrete bottom plate (2).

3. A stacked box building structure according to claim 2, characterized in that: The support beam (3) and the concrete base plate (2) are connected via shear bolts.

4. A stacked box building structure according to claim 3, characterized in that: A plurality of support beams (3) are provided and are evenly spaced below the concrete base plate (2).

5. The stacked box building structure according to claim 4, characterized in that: The spacing between the support beams (3) is 1.5m-3m.

6. The stacked box building structure according to claim 5, characterized in that: The support beam (3) is a steel beam.

7. The stacked box building structure according to claim 6, characterized in that: A plurality of the concrete bottom plates (2) are arranged horizontally, and the support beam (3) is arranged vertically to the concrete bottom plates (2).

8. The stacked box building structure according to claim 7, characterized in that: The thickness of the concrete base plate (2) is 90 mm-120 mm.

9. The stacked box building structure according to claim 8, characterized in that: The concrete bottom plate (2) is a steel bar truss floor deck.

10. A stacked box building structure according to any one of claims 1 to 9, characterized in that: The stacked box (1) is a steel structure.