Box frame structure and prefabricated modules
By adopting longitudinal beams, cross beams and intermediate beams composed of box-type frame structures and plate structures, the fire protection and corrosion protection problems of existing steel structure modules and the problems of high weight and high production costs of traditional steel frame structures are solved, and the high prefabricated modules are achieved Strength, low weight and high production efficiency.
Patent Information
- Application Number
- CN202011190685.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2020-10-30
- Publication Date
- 2025-02-18
- Estimated Expiration
- 2040-10-30
AI Technical Summary
The existing prefabricated building modules mainly use steel structures, which have problems such as fire protection and corrosion protection. The reinforced frames arranged inside traditional concrete prefabricated components lead to large structure weight, high production costs, and insufficient long-term stability.
A box-type frame structure is adopted, including the upper frame, the lower frame and column. The frame structure is composed of plate structures such as longitudinal beams, transverse beams and intermediate beams. Stability is ensured through welding connections, and through holes are provided in the frame structure to be sufficient with the concrete material. Combined.
It improves the overall structural strength and stability of prefabricated modules, reduces material usage and weight, enhances the end structural strength, facilitates the construction of higher modular buildings, and improves production efficiency and supports automated production.
Smart Images

Figure CN112343168B_ABST
Abstract
Description
Technical Field
[0001] The invention relates to a box-type frame structure and a prefabricated module, belonging to the technical field of assembled buildings. Background Art
[0002] Existing box-type prefabricated building modules are usually steel structures, but problems such as fire prevention and corrosion resistance of steel structure modules have not been well solved.
[0003] Modular buildings have a higher assembly rate than traditional prefabricated buildings, and are more conducive to the factoryization and industrialization of buildings. They are an important direction for the development of concrete-converted buildings. The patent document with publication number CN110984363A discloses a non-metallic (concrete) building module and its construction method, which introduces the stacking construction (connection) method of the building modules. High-performance concrete prefabricated integral modules solve the problems encountered by steel structure modules. At the same time, the durability, overall rigidity, and comfort of the modules are more advantageous. How to manufacture box-type non-metallic prefabricated modules and how to ensure the stability and safety of prefabricated modules are technical problems that need to be solved in the development of box-type non-metallic prefabricated modules.
[0004] In order to solve the weakness of low tensile strength of concrete, traditional prefabricated concrete components are provided with criss-cross steel frames (also called steel cages) inside the prefabricated components. However, the traditional steel frame form, on the one hand, uses a large amount of steel bars, which is not conducive to reducing the production cost and weight of the prefabricated modules; on the other hand, the steel frame makes the prefabricated modules have a large elastic deformation of the panel surface when subjected to external forces, and the end structure strength is insufficient, which is not conducive to the long-term stability of the prefabricated modules. Summary of the invention
[0005] In order to prepare safe and reliable prefabricated modules, the present invention provides a box-type frame structure and a prefabricated module, and the specific technical scheme is as follows.
[0006] A box-type frame structure, characterized in that it comprises an upper frame, a lower frame and columns, the upper frame and the lower frame are both rectangular, the upper frame and the lower frame each comprise two longitudinal beams and two transverse beams, and the two ends of each longitudinal beam are respectively fixedly connected to the ends of the two transverse beams;
[0007] The four corners of the upper frame and the four corners of the lower frame are connected by the columns, the upper ends of the columns are connected to the ends of the crossbeams of the upper frame, and the lower ends of the columns are connected to the ends of the crossbeams of the lower frame;
[0008] The upper frame and the lower frame both include a plurality of intermediate beams, the extension direction of the intermediate beams is parallel to the extension direction of the longitudinal beams, the two ends of the intermediate beams of the upper frame are respectively fixedly connected to the two cross beams of the upper frame, and the two ends of the intermediate beams of the lower frame are respectively fixedly connected to the two cross beams of the lower frame;
[0009] A plurality of intermediate columns are arranged between the cross beam of the upper frame and the corresponding cross beam of the lower frame, the extension direction of the intermediate columns is parallel to the extension direction of the columns, the upper ends of the intermediate columns are fixedly connected to the cross beam of the upper frame, and the lower ends of the intermediate columns are fixedly connected to the cross beam of the lower frame.
[0010] By adopting the above technical solution, the skeleton of the box-type prefabricated module adopts a frame structure. The frame structure has strong integrity and good stability, and can provide long-term reliability support for the prefabricated module. Compared with the steel cage skeleton, the frame structure is superior in structural strength. The production efficiency of the frame structure will also be higher, which is more conducive to realizing automated production.
[0011] Furthermore, the longitudinal beam and the middle beam are both plate structures, and the plate surface of the plate structure is perpendicular to the extension direction of the cross beam. The longitudinal beam and the middle beam adopt plate structures, which, on the one hand, is conducive to improving the rigidity of the longitudinal beam and the middle beam in the vertical plane and preventing the top plate and the bottom plate of the prefabricated module from undergoing large deformation; on the other hand, it is conducive to reducing the overall weight of the longitudinal beam and the middle beam and saving material consumption. Preferably, the thickness of the two ends of the longitudinal beam and the middle beam is greater than the thickness of the middle part. That is, the two ends of the longitudinal beam and the middle beam are subjected to a haunch (thickening) treatment, which is conducive to improving the connection strength of the longitudinal beam, the middle beam and the cross beam, and is greatly helpful to improving the end (edge) structural strength of the prefabricated module. The end of the prefabricated module is the main component that bears the load, and the lifting of the front end of the end structure makes it possible to build a higher (more floors) modular building.
[0012] Furthermore, the middle column adopts a plate structure, and the plate surface of the plate structure is perpendicular to the extension direction of the cross beam. The middle column adopts a plate structure, which is conducive to reducing the overall weight of the middle column and saving material consumption. Preferably, the thickness of the two ends of the middle column is greater than the thickness of the middle part.
[0013] Furthermore, the middle beam is provided with a plurality of through holes along its extension direction. The provision of these through holes is beneficial to reducing the weight of the middle beam on the one hand, and on the other hand, when preparing the prefabricated module, it is helpful to fully combine the non-metallic material (concrete or ultra-high performance concrete) with the middle beam, thereby improving the integrity of the prefabricated module.
[0014] Furthermore, the middle column is provided with a plurality of through holes along its extension direction.
[0015] Furthermore, connecting steel bars are fixedly provided at both ends of the cross beam of the upper frame, and the upper ends of the connecting steel bars are higher than the upper surface of the cross beam of the upper frame.
[0016] Furthermore, both ends of the crossbeam of the lower frame are fixedly provided with embedded sleeves, the opening of the embedded sleeves faces downward, and the embedded sleeves and the connecting steel bars are on the same straight line in the vertical direction. By providing the connecting steel bars and the embedded sleeves, the connecting steel bars can be inserted into the embedded sleeves when the upper and lower prefabricated modules are stacked, so as to facilitate quick connection.
[0017] Furthermore, the upper frame and the lower frame are both made of metal materials. The longitudinal beams, cross beams, columns and other components are fixedly connected together by welding to ensure the stability and reliability of the frame structure.
[0018] It is anticipated that the same inventive concept, the present invention also relates to a prefabricated module, the prefabricated module includes the above-mentioned box-type frame structure, the box-type frame structure is located inside the prefabricated module, the prefabricated module includes a bottom plate, a first side plate, a top plate and a second side plate connected in sequence, the upper frame is located inside the top plate, the lower frame is located inside the bottom plate, a part of the columns are located inside the first side plate, and another part of the columns are located inside the second side plate.
[0019] The box-type frame structure of the present invention can ensure the overall structural strength of the prefabricated modules, prevent the top plate and the bottom plate of the prefabricated modules from undergoing large deformation, and is beneficial to improving the end strength of the prefabricated modules, making it convenient to build modular buildings with higher floors. At the same time, the box-type frame structure of the present application is beneficial to improving the production efficiency of the prefabricated modules and is convenient for realizing automated production. BRIEF DESCRIPTION OF THE DRAWINGS
[0020] Figure 1 It is a schematic diagram of the prefabricated module;
[0021] Figure 2 It is a schematic diagram of the box-type frame structure of the present invention;
[0022] Figure 3 It is a top view of the box-type frame structure of the present invention;
[0023] Figure 4 It is a side view of the box-type frame structure of the present invention.
[0024] In the figure: prefabricated module 1, bottom plate 1.1, first side plate 1.2, top plate 1.3, second side plate 1.4, upper frame 2, lower frame 3, column 4, longitudinal beam 5, cross beam 6, middle beam 7, middle column 8, through hole 9, connecting steel bar 10, embedded sleeve 11. DETAILED DESCRIPTION
[0025] The present invention is further described in detail below in conjunction with the accompanying drawings.
[0026] See also Figure 1-4 The prefabricated module 1 includes a bottom plate 1.1, a first side plate 1.2, a top plate 1.3 and a second side plate 1.4 connected in sequence. The interior of the prefabricated module is a box-type frame structure, which includes an upper frame 2, a lower frame 3 and a column 4.
[0027] The upper frame 2 is located inside the top plate 1.3, the lower frame 2 is located inside the bottom plate 1.1, a part of the columns 4 is located inside the first side plate 1.2, and another part of the columns 4 is located inside the second side plate 1.4;
[0028] The box-type frame structure is made of metal. The upper frame 2 and the lower frame 3 are both rectangular. The upper frame 2 and the lower frame 3 each include two longitudinal beams 5 and two cross beams 6. The two ends of each longitudinal beam 5 are respectively welded and fixedly connected to the ends of the two cross beams 6.
[0029] The four corners of the upper frame 2 and the four corners of the lower frame 3 are connected by columns 4, the upper ends of the columns 4 are welded to the ends of the cross beams 6 of the upper frame 2, and the lower ends of the columns 4 are welded to the ends of the cross beams 6 of the lower frame 3;
[0030] The upper frame 2 and the lower frame 3 each include a plurality of intermediate beams 7, with gaps between adjacent intermediate beams 7, the extension direction of the intermediate beams 7 being parallel to the extension direction of the longitudinal beams 5, the two ends of the intermediate beams 7 of the upper frame 2 being fixedly connected to the two cross beams 6 of the upper frame 2, and the two ends of the intermediate beams 7 of the lower frame 3 being fixedly connected to the two cross beams 6 of the lower frame 3;
[0031] A plurality of intermediate columns 8 are arranged between the cross beam 6 of the upper frame 2 and the corresponding cross beam 6 of the lower frame 3. The intermediate columns 8 are located between two columns 4, and adjacent intermediate columns 8 are arranged at intervals. The extension direction of the intermediate columns 8 is parallel to the extension direction of the columns 4. The upper ends of the intermediate columns 8 are fixedly connected to the cross beam 6 of the upper frame 2, and the lower ends of the intermediate columns 8 are fixedly connected to the cross beam 6 of the lower frame 3.
[0032] Among them, the longitudinal beam 5 and the middle beam 7 are both plate structures, and the plate surface of the plate structure is perpendicular to the extension direction of the cross beam 6. Preferably, the thickness of the two ends of the longitudinal beam 5 and the middle beam 7 is greater than the thickness of the middle part, that is, the two ends of the longitudinal beam 5 and the middle beam 7 are reinforced (thickened), which is conducive to improving the connection strength of the longitudinal beam, the middle beam and the cross beam, and is greatly helpful to improving the end (edge) structural strength of the prefabricated module. The end of the prefabricated module is the main component that bears the load. The lifting of the front end of the end structure makes it possible to build a higher (more floors) modular building.
[0033] The middle column 8 adopts a plate structure, and the plate surface of the plate structure is perpendicular to the extension direction of the cross beam 6. Preferably, the thickness of the two ends of the middle column 8 is greater than the thickness of the middle part.
[0034] The middle beam 7 and the middle column 8 are provided with a plurality of through holes 9 along their extension direction. The provision of these through holes 9 is beneficial to reducing the weight of the middle beam on the one hand, and on the other hand, it helps to fully combine the non-metallic material (concrete or ultra-high performance concrete) with the middle beam when preparing the prefabricated module, thereby improving the integrity of the prefabricated module.
[0035] Preferably, both ends of the cross beam 6 of the upper frame 2 are fixedly provided with connecting steel bars 10, and the upper ends of the connecting steel bars 10 are higher than the upper surface of the cross beam 6 of the upper frame 2, that is, the connecting steel bars 10 extend upward to a certain height. When the prefabricated module is prepared, the connecting steel bars 10 extend upward from the top plate 1.3 ( Figure 1 The two ends of the cross beam 6 of the lower frame 3 are fixedly provided with embedded sleeves 11, the opening of the embedded sleeves 11 faces downward, and the embedded sleeves 11 and the connecting steel bars 10 are on the same straight line in the vertical direction.
[0036] When the box-type frame structure is prepared, it is placed in a special mold, and concrete or ultra-high performance concrete is poured to completely cover the box-type frame structure to form a bottom plate 1.1, a first side plate 1.2, a top plate 1.3 and a second side plate 1.4 of the prefabricated module.
[0037] The embodiments of the present invention are described above in conjunction with the accompanying drawings. In the absence of conflict, the embodiments of the present invention and the features in the embodiments can be combined with each other. The present invention is not limited to the above-mentioned specific implementations, which are merely illustrative and not restrictive. Under the enlightenment of the present invention, those skilled in the art can also make many forms without departing from the scope of protection of the present invention and the claims, all of which belong to the protection scope of the present invention.
Claims
1. A box-type frame structure, characterized in that: The utility model comprises an upper frame (2), a lower frame (3) and a column (4), wherein the upper frame (2) and the lower frame (3) are both rectangular, and the upper frame (2) and the lower frame (3) each comprise two longitudinal beams (5) and two transverse beams (6), and the two ends of each longitudinal beam (5) are respectively fixedly connected to the ends of the two transverse beams (6); The four corners of the upper frame (2) and the four corners of the lower frame (3) are connected via the columns (4); the upper ends of the columns (4) are connected to the ends of the crossbeams (6) of the upper frame (2); and the lower ends of the columns (4) are connected to the ends of the crossbeams (6) of the lower frame (3); The upper frame (2) and the lower frame (3) both include a plurality of intermediate beams, the extension direction of the intermediate beams being parallel to the extension direction of the longitudinal beams (5), the two ends of the intermediate beams of the upper frame (2) being respectively fixedly connected to the two cross beams (6) of the upper frame (2), and the two ends of the intermediate beams of the lower frame (3) being respectively fixedly connected to the two cross beams (6) of the lower frame (3); A plurality of intermediate columns (8) are arranged between the cross beam (6) of the upper frame (2) and the corresponding cross beam (6) of the lower frame (3); the extension direction of the intermediate columns (8) is parallel to the extension direction of the columns (4); the upper ends of the intermediate columns (8) are fixedly connected to the cross beam (6) of the upper frame (2); and the lower ends of the intermediate columns (8) are fixedly connected to the cross beam (6) of the lower frame (3); The longitudinal beam (5) and the intermediate beam are both plate structures, and the plate surface of the plate structure is perpendicular to the extension direction of the cross beam (6); The thickness of the two ends of the longitudinal beam (5) and the middle beam is greater than the thickness of the middle portion; The middle column (8) adopts a plate structure, the plate surface of the plate structure is perpendicular to the extension direction of the crossbeam (6); the thickness of the two ends of the middle column (8) is greater than the thickness of the middle part; The middle beam is provided with a plurality of through holes (9) along its extension direction; The middle column (8) is provided with a plurality of through holes (9) along its extension direction; The box-type frame structure has no steel cage skeleton inside.
2. A box-type frame structure according to claim 1, characterized in that: Connecting steel bars (10) are fixedly provided at both ends of the cross beam (6) of the upper frame (2), and the upper ends of the connecting steel bars (10) are higher than the upper surface of the cross beam (6) of the upper frame (2).
3. A box-type frame structure according to claim 2, characterized in that: Both ends of the crossbeam (6) of the lower frame (3) are fixedly provided with embedded sleeves (11), the opening of the embedded sleeves (11) faces downward, and the embedded sleeves (11) and the connecting steel bars (10) are located on the same straight line in the vertical direction.
4. A box-type frame structure according to claim 1, characterized in that: The upper frame (2) and the lower frame (3) are both made of metal material.
5. A prefabricated module, characterized in that: The prefabricated module comprises a box-type frame structure according to any one of claims 1 to 4, wherein the box-type frame structure is located inside the prefabricated module, and the prefabricated module (1) comprises a bottom plate (1.1), a first side plate (1.2), a top plate (1.3) and a second side plate (1.4) connected in sequence, the upper frame (2) is located inside the top plate (1.3), the lower frame (3) is located inside the bottom plate (1.1), a part of the columns (4) is located inside the first side plate (1.2), and another part of the columns (4) is located inside the second side plate (1.4).
Citation Information
Patent Citations
Building module, modular building and construction method thereof
CN110984363A
Box-type frame structure and prefabricated module
CN213897471U