Fabricated steel bar pile frame

Abstract

The utility model relates to the technical field of building construction material storage, and discloses an assembly type steel bar stacking frame which comprises a supporting stand column, a first cross beam, a second cross beam and a bolt assembly, assembly assemblies are arranged between the supporting stand column and the first cross beam and between the supporting stand column and the second cross beam, and an installation assembly is arranged between the upper end and the lower end of the supporting stand column. According to the steel bar stacking device, through the installation assemblies and the reinforcing ribs, by means of the through holes in the installation bottom plate and the studs on the installation top plate, the corresponding number of supporting stand columns can be flexibly assembled according to the height of steel bars needing to be stacked. By arranging the reinforcing ribs of the clamping grooves and the column tops of the flat-top conical structures, the stress peak value of nodes among the supporting stand columns, the first cross beams and the second cross beams is reduced to be lower than the yield strength of materials, and therefore the stability and the bearing capacity of the whole steel bar pile frame structure are improved.

Description

Technical Field

[0001] This utility model relates to the field of building construction material storage technology, and in particular to a prefabricated steel bar stacking rack. Background Technology

[0002] Rebar stacking racks are support tools used on construction sites to specifically support and fix steel reinforcement materials. They are mainly used for orderly stacking of steel reinforcement, facilitating construction management, avoiding safety hazards and resource waste caused by disorderly stacking of steel reinforcement, and enabling the rational use of construction sites.

[0003] A search revealed a Chinese patent publication (CNU) disclosing a detachable rebar stacking rack, comprising columns, support beams, and tie beams. Four columns are longitudinally connected to two support beams via node plates, and laterally connected to two tie beams via node plates, forming a frame unit. Several frame units can be connected and extended longitudinally and laterally to form the rebar stacking rack according to the size of the stacking site. The columns, support beams, and tie beams are all I-beams, used for bolted connections. This detachable rebar stacking rack and its manufacturing method offer advantages such as simple structure, convenient fabrication, and easy classification, stacking, and retrieval of rebar materials. It improves work efficiency, standardizes on-site material management, enhances the level of standardized management for civilized construction, achieves the expected results of standardized construction sites, and is suitable for repeated use in multiple projects.

[0004] While the aforementioned technologies enable the disassembly and assembly of rebar stacking frames, the use of a single-specification combination of support columns and beams can easily lead to stress concentration at joints and slippage risks, thereby affecting the stability and construction efficiency of the stacking frame structure and making it inconvenient to use. Therefore, a prefabricated rebar stacking frame is proposed to solve the above problems. Utility Model Content

[0005] To overcome the above shortcomings, this utility model provides a prefabricated steel bar stacking frame, which aims to solve the problem that the existing technology, which uses a combination of support columns and beams of a single specification, is prone to stress concentration and slippage risk at the joints, thereby affecting the stability and construction efficiency of the stacking frame structure.

[0006] To achieve the above objectives, the present invention adopts the following technical solution: a prefabricated steel bar stacking rack, comprising a supporting column, a first crossbeam, a second crossbeam, and bolt assemblies, wherein assembly assemblies are provided between the supporting column and the first and second crossbeams, and installation assemblies are provided between the upper and lower ends of the supporting column.

[0007] The mounting assembly includes a mounting base plate and a column top. The upper surface of the mounting base plate is fixedly connected to the bottom end of the supporting column. The lower surface of the column top is fixedly connected to the top end of the supporting column. A mounting top plate is fixedly connected to the upper surface of the column top. A mounting stud is fixedly connected to the upper surface of the mounting top plate. A reinforcing rib is fixedly connected between the upper surface of the mounting base plate and the outer surface of the supporting column.

[0008] As a further description of the above technical solution:

[0009] Mounting through holes are provided at the four corners of the upper surface of the mounting base plate, wherein the inner wall dimension of the mounting through hole is larger than the outer wall dimension of the mounting stud.

[0010] As a further description of the above technical solution:

[0011] The column top is a steel component with a flat-topped conical structure.

[0012] As a further description of the above technical solution:

[0013] The mounting studs are provided in four places, and the four mounting studs are set at the four corners of the upper surface of the mounting top plate.

[0014] As a further description of the above technical solution:

[0015] The assembly component includes an assembly through hole and a through hole connecting plate. The assembly through hole is located at both ends of the surfaces of the first crossbeam and the second crossbeam. The outer wall of the through hole connecting plate is fixedly connected to the outer wall of the supporting column.

[0016] As a further description of the above technical solution:

[0017] There are four through-hole connecting plates, which are distributed around the outer surface of the support column, and the surface of each of the four through-hole connecting plates is provided with anti-slip texture.

[0018] As a further description of the above technical solution:

[0019] A mounting groove is provided at the center of the upper surface of the reinforcing rib, wherein the inner wall size of the mounting groove is adapted to the end size of the first crossbeam and the second crossbeam.

[0020] As a further description of the above technical solution:

[0021] The first crossbeam is a 1M standard crossbeam, the second crossbeam is a 2M standard crossbeam, and the bolt assembly is a 20M×60 bolt.

[0022] This utility model has the following beneficial effects:

[0023] 1. In this utility model, by using the mounting components and reinforcing ribs, and utilizing the through holes on the mounting base plate and the studs on the mounting top plate, a corresponding number of supporting columns can be flexibly assembled according to the required height of the stacked steel bars. By setting the reinforcing ribs with snap-fit ​​grooves and the column tops with flat-top conical structures, the peak stress at the nodes between the supporting columns, the first crossbeam, and the second crossbeam is reduced to below the material yield strength, thereby improving the stability and load-bearing capacity of the overall steel bar stacking structure.

[0024] 2. In this utility model, the through-hole connecting plate on the supporting column is connected to the assembly through holes on the first and second crossbeams through assembly components and bolt components. The pure bolt connection design completely avoids the welding process, reduces construction costs and safety risks. The anti-slip texture on the surface of the through-hole connecting plate and the bolt component layout form a dual anti-slip mechanism, which improves the reliability of the node. The modular crossbeam combination is realized through the 1M and 2M first and second crossbeams, which significantly reduces the types of storage specifications and reduces management costs. Attached Figure Description

[0025] Figure 1 This is a three-dimensional schematic diagram of an assembled steel bar stacking frame proposed in this utility model;

[0026] Figure 2 This utility model provides a schematic diagram of the overall assembly structure of a prefabricated steel bar stacking frame. Figure 1 ;

[0027] Figure 3 This utility model provides a schematic diagram of the overall assembly structure of a prefabricated steel bar stacking frame. Figure 2 ;

[0028] Figure 4 This is a schematic diagram of the assembly structure of the installation components of the prefabricated steel bar stacking rack proposed in this utility model.

[0029] Legend:

[0030] 1. Support column; 2. First crossbeam; 3. Second crossbeam; 4. Mounting assembly; 41. Mounting base plate; 42. Column top; 43. Mounting top plate; 44. Mounting studs; 5. Assembly assembly; 51. Assembly through hole; 52. Through hole connecting plate; 53. Anti-slip texture; 6. Reinforcing ribs; 7. Bolt assembly. Detailed Implementation

[0031] 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.

[0032] Reference Figures 1-3 This utility model provides an embodiment of a prefabricated rebar stacking rack, comprising a supporting column 1, a first crossbeam 2, a second crossbeam 3, and a bolt assembly 7. Specifically, the first crossbeam 2 is a 1M standard crossbeam, the second crossbeam 3 is a 2M standard crossbeam, and the bolt assembly 7 uses M20×60 bolts. An assembly assembly 5 is provided between the supporting column 1 and both the first crossbeam 2 and the second crossbeam 3. The assembly assembly 5 includes an assembly through hole 51 and a through hole connecting plate 52. The assembly through holes 51 are located at both ends of the surfaces of the first crossbeam 2 and the second crossbeam 3. The outer wall of the through hole connecting plate 52 is fixedly connected to the outer wall of the supporting column 1. There are four through hole connecting plates 52 in total. The four through-hole connecting plates 52 are distributed around the outer surface of the support column 1, and the surfaces of the four through-hole connecting plates 52 are all provided with anti-slip textures 53. Through the assembly component 5 and the bolt assembly 7, the through-hole connecting plates 52 on the support column 1 are connected and installed with the assembly through holes 51 on the first crossbeam 2 and the second crossbeam 3. The pure bolt connection design completely avoids the welding process, reducing construction costs and safety risks. At the same time, the anti-slip textures 53 on the surface of the through-hole connecting plates 52 and the layout of the bolt assembly 7 form a double anti-slip mechanism, improving the reliability of the node by 40%. Furthermore, through the 1M and 2M first crossbeam 2 and second crossbeam 3, the modular crossbeam combination is realized, which significantly reduces the types of storage specifications and lowers management costs.

[0033] Reference Figure 1 , Figure 2 and Figure 4An installation assembly 4 is provided between the upper and lower ends of the supporting column 1. The installation assembly 4 includes a mounting base plate 41 and a column top 42. The upper surface of the mounting base plate 41 is fixedly connected to the bottom end of the supporting column 1. Installation through holes are provided at the four corners of the upper surface of the mounting base plate 41, wherein the inner wall size of the installation through holes is larger than the outer wall size of the mounting studs 44. The lower surface of the column top 42 is fixedly connected to the top end of the supporting column 1. The column top 42 is a flat-top conical steel component. An installation top plate 43 is fixedly connected to the upper surface of the column top 42. Four mounting studs 44 are fixedly connected to the upper surface of the installation top plate 43, located at the four corners of the upper surface of the installation top plate 43. The upper surface of the mounting base plate 41 is connected to the supporting column 1. A reinforcing rib 6 is fixedly connected between the outer surfaces of the column 1. A locking groove is provided at the center of the upper surface of the reinforcing rib 6. The inner wall size of the locking groove is adapted to the end size of the first crossbeam 2 and the second crossbeam 3. By installing the assembly 4 and the reinforcing rib 6, and using the mounting base plate 41 with mounting through holes and the mounting top plate 43 with mounting studs 44, it is convenient to flexibly assemble the corresponding number of supporting columns 1 according to the required height of the stacked steel bars. By combining the reinforcing rib 6 with the locking groove with the column top 42 with the flat-top conical structure, the peak stress at the node connecting the supporting column 1, the first crossbeam 2, and the second crossbeam 3 is reduced to below 60% of the material yield strength, thereby improving the stability and load-bearing capacity of the overall steel bar stacking structure.

[0034] Working principle: In use, the 1-meter first crossbeam 2 and the 2-meter second crossbeam 3 are combined to meet more than 95% of the standard steel bar length requirements. The through-hole connecting plate 52 on the supporting column 1 is connected to the assembly through-hole 51 on the first crossbeam 2 and the second crossbeam 3 via bolt assembly 7. This pure bolt connection design completely avoids welding, reducing construction costs and safety risks. The anti-slip texture 53 on the surface of the through-hole connecting plate 52, together with the bolt assembly 7, forms a dual anti-slip mechanism, improving node reliability by 40%. The 1-meter and 2-meter first crossbeam 2 and the second crossbeam 3 effectively... The modular beam assembly significantly reduces the variety of storage specifications and lowers management costs. At the same time, based on the required stacking height of the steel bars, the mounting through holes on the mounting base plate 41 and the mounting studs 44 on the mounting top plate 43 are spliced ​​together and locked with nuts. The corresponding number of support columns 1 can be flexibly assembled. By setting the reinforcing ribs 6 with snap-fit ​​grooves and the column tops 42 with flat-top conical structures, the peak stress at the nodes between the support columns 1, the first beam 2 and the second beam 3 is reduced to below 60% of the material yield strength, thereby improving the stability and load-bearing capacity of the overall steel bar stacking structure.

[0035] Finally, it should be noted that the above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. Although the present utility model has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent substitutions for some of the technical features. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.

Claims

1. A prefabricated steel bar stacking frame, comprising a supporting column (1), a first crossbeam (2), a second crossbeam (3), and a bolt assembly (7), characterized in that: Assembly components (5) are provided between the support column (1) and the first crossbeam (2) and the second crossbeam (3), and installation components (4) are provided between the upper and lower ends of the support column (1). The mounting assembly (4) includes a mounting base plate (41) and a column top (42). The upper surface of the mounting base plate (41) is fixedly connected to the bottom end of the supporting column (1). The lower surface of the column top (42) is fixedly connected to the top end of the supporting column (1). A mounting top plate (43) is fixedly connected to the upper surface of the column top (42). A mounting stud (44) is fixedly connected to the upper surface of the mounting top plate (43). A reinforcing rib (6) is fixedly connected between the upper surface of the mounting base plate (41) and the outer surface of the supporting column (1).

2. The prefabricated steel bar stacking rack according to claim 1, characterized in that: The mounting base plate (41) has four corners with mounting through holes, the inner wall size of which is larger than the outer wall size of the mounting stud (44).

3. The prefabricated steel bar stacking rack according to claim 1, characterized in that: The column top (42) is a steel component with a flat-top conical structure.

4. The prefabricated steel bar stacking rack according to claim 1, characterized in that: There are four mounting studs (44), which are set at the four corners of the upper surface of the mounting top plate (43).

5. A prefabricated steel bar stacking rack according to claim 1, characterized in that: The assembly component (5) includes an assembly through hole (51) and a through hole connecting plate (52). The assembly through hole (51) is opened at both ends of the surfaces of the first crossbeam (2) and the second crossbeam (3). The outer wall of the through hole connecting plate (52) is fixedly connected to the outer wall of the supporting column (1).

6. A prefabricated steel bar stacking frame according to claim 5, characterized in that: There are four through-hole connecting plates (52). The four through-hole connecting plates (52) are distributed around the outer surface of the support column (1), and the surface of the four through-hole connecting plates (52) is provided with anti-slip texture (53).

7. The prefabricated steel bar stacking frame according to claim 1, characterized in that: A mounting groove is provided at the center of the upper surface of the reinforcing rib (6), wherein the inner wall size of the mounting groove is adapted to the end size of the first crossbeam (2) and the second crossbeam (3).

8. A prefabricated steel bar stacking rack according to claim 1, characterized in that: The first crossbeam (2) is a 1M standard crossbeam, the second crossbeam (3) is a 2M standard crossbeam, and the bolt assembly (7) is an M20×60 bolt.

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