Spliced steel column for fabricated frame structure
By combining the design of guide components and positioning mechanisms, the problems of complex construction and inaccurate installation in traditional steel column connection methods are solved, realizing efficient installation and stable connection of prefabricated frame structures, and improving the load-bearing capacity of steel columns and the overall stability of the structure.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- 山西工程职业学院
- Filing Date
- 2025-07-16
- Publication Date
- 2026-06-02
AI Technical Summary
Traditional steel column connection methods suffer from problems such as complex construction, difficult installation, inaccurate connections, and easy structural deformation, which affect the stability and load-bearing capacity of the structure.
The design combines guiding components and positioning mechanisms to achieve initial guidance and secondary precise positioning of the steel column. The connection strength is enhanced by bolt assemblies and reinforcing rib assemblies to ensure installation accuracy and structural stability.
It reduces installation difficulty and time costs, improves installation efficiency and accuracy, enhances the stability and load-bearing capacity of the connections, and improves the overall stability and reliability of the structure.
Smart Images

Figure CN224314378U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of building engineering technology, and in particular to spliced steel columns for prefabricated frame structures. Background Technology
[0002] In the field of building construction, steel columns, as a crucial component of load-bearing and supporting structures, are of paramount importance in terms of stability and connection reliability. Traditionally, steel column connections in buildings are typically achieved through welding or direct bolting. While welding offers high strength, it is complex to construct, requires specific on-site working conditions, and the thermal stress generated during welding can degrade material properties, affecting the overall structural durability. Direct bolting, on the other hand, lacks sufficient guiding and positioning mechanisms, making precise alignment difficult during installation, increasing installation difficulty and time costs. Furthermore, the connection area between the outer wall of the steel column and the flange often lacks adequate reinforcement, making these areas prone to deformation under stress, further impacting the structure's load-bearing capacity and safety.
[0003] Therefore, spliced steel columns for prefabricated frame structures are proposed. Utility Model Content
[0004] The purpose of this utility model is to provide spliced steel columns for prefabricated frame structures, aiming to solve or improve at least one of the above-mentioned technical problems.
[0005] To achieve the above objectives, the present invention provides the following solution: The present invention provides a splicing steel column for a prefabricated frame structure, including an upper steel column and a lower steel column, wherein a guide component is installed on the inner wall of the lower steel column, and the guide component is engaged with the inner cavity of the upper steel column;
[0006] An upper wing plate is fixedly connected to the bottom of the outer wall of the upper steel column, and a lower wing plate is fixedly connected to the top of the outer wall of the lower steel column. The upper wing plate and the lower wing plate are detachably connected by a bolt assembly.
[0007] A reinforcing rib assembly is installed between the upper wing plate and the outer wall of the upper steel column, and between the lower wing plate and the outer wall of the lower steel column;
[0008] Two symmetrically arranged positioning mechanisms are installed on the upper wing plate. Two symmetrically arranged first positioning through holes are opened on the upper wing plate. Two symmetrically arranged second positioning through holes are opened on the lower wing plate. The positioning mechanism passes through the first positioning through hole and is inserted into the second positioning through hole.
[0009] According to the prefabricated frame structure splicing steel column provided by this utility model, the positioning mechanism includes:
[0010] A sleeve, the sleeve being mounted on the top surface of the upper wing plate;
[0011] A spring, the bottom of which is fixed to the inner bottom wall of the sleeve, and the top of which extends out of the sleeve;
[0012] A top plate, one side of the bottom surface of which is fixedly connected to the top of the spring;
[0013] A positioning rod is fixedly installed at the bottom of the top plate via a connecting rod, and both the first positioning through hole and the second positioning through hole are inserted into the positioning rod;
[0014] The two sleeves are symmetrically installed on the top surface of the upper wing plate.
[0015] According to the prefabricated frame structure splicing steel column provided by this utility model, the guide component includes a guide inner cylinder, the guide inner cylinder is fixedly installed on the top of the inner wall of the lower steel column, and the top of the guide inner cylinder extends out of the lower steel column;
[0016] A limiting ring is installed at the bottom of the inner wall of the upper steel column, and the top of the guide inner cylinder extends into the inner cavity of the upper steel column, with the top of the guide inner cylinder abutting against the limiting ring.
[0017] According to the prefabricated frame structure splicing steel column provided by this utility model, the bolt assembly includes a plurality of screws, a plurality of first threaded holes are provided on the upper wing plate, a plurality of second threaded holes are provided on the lower wing plate, and the plurality of screws, the plurality of first threaded holes and the plurality of second threaded holes are provided in a one-to-one correspondence.
[0018] The screw passes through the first threaded hole and the second threaded hole, and both the first threaded hole and the second threaded hole are threadedly connected to the screw. Two nuts are threadedly connected to the screw, and the two nuts abut against the upper wing plate and the lower wing plate respectively.
[0019] According to the prefabricated frame structure splicing steel column provided by this utility model, the reinforcing rib assembly includes a plurality of reinforcing rib bodies, and a plurality of the reinforcing rib bodies are installed between the upper wing plate and the outer wall of the upper steel column, and between the lower wing plate and the outer wall of the lower steel column.
[0020] According to the prefabricated frame structure splicing steel column provided by this utility model, the number of the reinforcing rib bodies is four, and the four reinforcing rib bodies are symmetrically arranged.
[0021] According to the prefabricated frame structure splicing steel column provided by this utility model, the top hole diameter of the second positioning through hole is larger than the bottom hole diameter of the second positioning through hole.
[0022] The present invention discloses the following technical effects:
[0023] This utility model achieves initial guidance of the upper and lower steel columns during installation by installing a guide component on the inner wall of the lower steel column and engaging the guide component with the inner cavity of the upper steel column. By connecting two positioning mechanisms to two second positioning through holes, the upper and lower steel columns can be precisely positioned again during installation, thereby reducing installation difficulty and time cost, and improving installation efficiency and accuracy.
[0024] In this utility model, the upper and lower flanges are detachably connected by bolt assemblies. The reinforcing rib assembly significantly enhances the connection strength between the upper and lower steel columns, effectively preventing deformation under stress, improving the overall stability and load-bearing capacity of the structure, and enhancing the stability and reliability of the connection. Attached Figure Description
[0025] To more clearly illustrate the technical solutions in the embodiments of this utility model or the prior art, the drawings used in the embodiments 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.
[0026] Figure 1 This is the front view of the present invention;
[0027] Figure 2 This is a top view of the present invention;
[0028] Figure 3 This is a schematic diagram of the positioning mechanism in this utility model;
[0029] Figure 4 A schematic diagram of the guide component in this utility model.
[0030] Among them, 1. Upper steel column; 2. Lower steel column; 3. Upper wing plate; 4. Lower wing plate; 5. First positioning through hole; 6. Second positioning through hole; 7. Sleeve; 8. Spring; 9. Top plate; 10. Positioning rod; 11. Connecting rod; 12. Guide inner cylinder; 13. Limiting ring; 14. Screw; 15. Nut; 16. Reinforcing rib body. 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] To make the above-mentioned objectives, features and advantages of this utility model more apparent and understandable, the utility model will be further described in detail below with reference to the accompanying drawings and specific embodiments.
[0033] Reference Figures 1-4 This utility model provides splicing steel columns for prefabricated frame structures, including an upper steel column 1 and a lower steel column 2. A guide component is installed on the inner wall of the lower steel column 2, and the guide component is engaged with the inner cavity of the upper steel column 1.
[0034] The upper wing plate 3 is fixed to the bottom of the outer wall of the upper steel column 1, and the lower wing plate 4 is fixed to the top of the outer wall of the lower steel column 2. The upper wing plate 3 and the lower wing plate 4 are detachably connected by bolt assembly.
[0035] Reinforcing rib assemblies are installed between the upper flange 3 and the outer wall of the upper steel column 1, and between the lower flange 4 and the outer wall of the lower steel column 2.
[0036] Two symmetrically arranged positioning mechanisms are installed on the upper wing plate 3. Two symmetrically arranged first positioning through holes 5 are opened on the upper wing plate 3, and two symmetrically arranged second positioning through holes 6 are opened on the lower wing plate 4. The positioning mechanism passes through the first positioning through hole 5 and is inserted into the second positioning through hole 6.
[0037] With this configuration, the present invention achieves initial guidance of the upper steel column 1 and lower steel column 2 during installation by installing a guide component on the inner wall of the lower steel column 2 and engaging the guide component with the inner cavity of the upper steel column 1. By connecting the two positioning mechanisms to the two second positioning through holes 6 respectively, the upper steel column 1 and lower steel column 2 can be precisely positioned again during installation, thereby reducing installation difficulty and time cost, and improving installation efficiency and accuracy.
[0038] In this utility model, the upper wing plate 3 and the lower wing plate 4 are detachably connected by a bolt assembly. The reinforcing rib assembly significantly enhances the connection strength between the upper steel column 1 and the lower steel column 2, effectively preventing deformation under stress, improving the overall stability and load-bearing capacity of the structure, and enhancing the stability and reliability of the connection.
[0039] The plan has been further optimized, and the positioning institutions include:
[0040] Sleeve 7 is installed on the top surface of the upper wing plate 3;
[0041] Spring 8, the bottom of spring 8 is fixed to the inner bottom wall of sleeve 7, and the top of spring 8 extends out of sleeve 7;
[0042] Top plate 9, one side of the bottom surface of top plate 9 is fixedly connected to the top of spring 8;
[0043] Positioning rod 10 is fixedly installed at the bottom of top plate 9 via connecting rod 11. The first positioning through hole 5 and the second positioning through hole 6 are both inserted into the positioning rod 10.
[0044] Among them, the two sleeves 7 are symmetrically installed on the top surface of the upper wing plate 3;
[0045] By pulling up the top plate 9, the positioning rod 10 is raised. After adjusting the alignment of the first positioning through hole 5 and the second positioning through hole 6, the top plate 9 is released. Under the action of the spring 8, the positioning rod 10 descends and inserts into the first positioning through hole 5 and the second positioning through hole 6. The two positioning mechanisms achieve precise positioning of the upper wing plate 3 and the lower wing plate 4. The operation is simple and convenient.
[0046] The scheme is further optimized. The guide component includes a guide inner cylinder 12, which is fixedly installed on the top of the inner wall of the lower steel column 2, and the top of the guide inner cylinder 12 extends out of the lower steel column 2.
[0047] A limiting ring 13 is installed at the bottom of the inner wall of the upper steel column 1. The top of the guide inner cylinder 12 extends into the inner cavity of the upper steel column 1, and the top of the guide inner cylinder 12 abuts against the limiting ring 13. During the installation process, when the upper steel column 1 begins to descend, its inner cavity will contact the guide inner cylinder 12 and descend along its surface. The guiding effect of the guide inner cylinder 12 ensures that the upper steel column 1 can descend smoothly along the predetermined path until the limiting ring 13 abuts against the top of the guide inner cylinder 12, thus achieving the initial alignment of the upper steel column 1 and the lower steel column 2.
[0048] The scheme is further optimized. The bolt assembly includes several screws 14, several first threaded holes are opened on the upper wing plate 3, and several second threaded holes are opened on the lower wing plate 4. The screws 14, the first threaded holes and the second threaded holes are set in a one-to-one correspondence.
[0049] The screw 14 passes through the first threaded hole and the second threaded hole. Both the first threaded hole and the second threaded hole are threadedly connected to the screw 14. Two nuts 15 are threadedly connected to the screw 14. The two nuts 15 abut against the upper wing plate 3 and the lower wing plate 4 respectively.
[0050] During installation, the screw 14 is first passed through the first threaded hole and the second threaded hole, and then the nuts 15 are tightened on both sides of the screw 14. As the nuts 15 are tightened, the gap between the upper wing plate 3 and the lower wing plate 4 will gradually decrease until the predetermined fastening force is reached, thereby achieving a stable connection between the upper wing plate 3 and the lower wing plate 4.
[0051] Further optimization of the scheme: the reinforcing rib assembly includes several reinforcing rib bodies 16. Several reinforcing rib bodies 16 are installed between the upper wing plate 3 and the outer wall of the upper steel column 1, and between the lower wing plate 4 and the outer wall of the lower steel column 2.
[0052] The reinforcing rib body 16, the upper flange 3 and the outer wall of the upper steel column 1, and the reinforcing rib body 16, the lower flange 4 and the outer wall of the lower steel column 2 are firmly connected together to form an integral structure. This not only improves the overall stability of the structure, but also enhances its load-bearing capacity, enabling the spliced steel columns of the prefabricated frame structure to better withstand various loads.
[0053] The scheme was further optimized by increasing the number of reinforcing rib bodies 16 to four, with the four reinforcing rib bodies 16 arranged symmetrically.
[0054] The design is further optimized so that the top hole diameter of the second positioning through hole 6 is larger than the bottom hole diameter of the second positioning through hole 6, which facilitates the insertion of the positioning rod 10.
[0055] In the description of this utility model, it should be understood that the terms "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are only for the convenience of describing this utility model and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this utility model.
[0056] Obviously, the above embodiments of this utility model are merely examples for clearly illustrating the present utility model, and are not intended to limit the implementation of the present utility model. For those skilled in the art, other variations or modifications can be made based on the above description. It is neither necessary nor possible to exhaustively list all possible implementations here. Any modifications, equivalent substitutions, and improvements made within the spirit and principles of this utility model should be included within the protection scope of the claims of this utility model.
Claims
1. A prefabricated frame structure with spliced steel columns, characterized in that: It includes an upper steel column (1) and a lower steel column (2), wherein a guide component is installed on the inner wall of the lower steel column (2), and the guide component is engaged with the inner cavity of the upper steel column (1); The upper steel column (1) has an upper wing plate (3) fixed to the bottom of its outer wall, and the lower steel column (2) has a lower wing plate (4) fixed to the top of its outer wall. The upper wing plate (3) and the lower wing plate (4) are detachably connected by bolt assembly. A reinforcing rib assembly is installed between the upper wing plate (3) and the outer wall of the upper steel column (1), and between the lower wing plate (4) and the outer wall of the lower steel column (2); Two symmetrically arranged positioning mechanisms are installed on the upper wing plate (3). Two symmetrically arranged first positioning through holes (5) are opened on the upper wing plate (3). Two symmetrically arranged second positioning through holes (6) are opened on the lower wing plate (4). The positioning mechanism passes through the first positioning through hole (5) and is inserted into the second positioning through hole (6).
2. The spliced steel column for prefabricated frame structure according to claim 1, characterized in that: The positioning mechanism includes: Sleeve (7), the sleeve (7) is mounted on the top surface of the upper wing plate (3); Spring (8), the bottom of which is fixed to the inner bottom wall of the sleeve (7), and the top of which extends out of the sleeve (7); Top plate (9), one side of the bottom surface of the top plate (9) is fixedly connected to the top of the spring (8); Positioning rod (10), the positioning rod (10) is fixedly installed at the bottom of the top plate (9) by a connecting rod (11), and the first positioning through hole (5) and the second positioning through hole (6) are both inserted into the positioning rod (10); The two sleeves (7) are symmetrically installed on the top surface of the upper wing plate (3).
3. The spliced steel column for prefabricated frame structure according to claim 1, characterized in that: The guide component includes a guide inner cylinder (12), which is fixedly installed on the top of the inner wall of the lower steel column (2), and the top of the guide inner cylinder (12) extends out of the lower steel column (2). A limiting ring (13) is installed at the bottom of the inner wall of the upper steel column (1), and the top of the guide inner cylinder (12) extends into the inner cavity of the upper steel column (1), and the top of the guide inner cylinder (12) abuts against the limiting ring (13).
4. The spliced steel column for the prefabricated frame structure according to claim 1, characterized in that: The bolt assembly includes a plurality of screws (14), a plurality of first threaded holes are provided on the upper wing plate (3), and a plurality of second threaded holes are provided on the lower wing plate (4). The plurality of screws (14), the plurality of first threaded holes and the plurality of second threaded holes are arranged in a one-to-one correspondence. The screw (14) passes through the first threaded hole and the second threaded hole. Both the first threaded hole and the second threaded hole are threadedly connected to the screw (14). Two nuts (15) are threadedly connected to the screw (14). The two nuts (15) abut against the upper wing plate (3) and the lower wing plate (4) respectively.
5. The spliced steel column for the prefabricated frame structure according to claim 1, characterized in that: The reinforcing rib assembly includes several reinforcing rib bodies (16), and several reinforcing rib bodies (16) are installed between the upper wing plate (3) and the outer wall of the upper steel column (1), and between the lower wing plate (4) and the outer wall of the lower steel column (2).
6. The spliced steel column for prefabricated frame structure according to claim 5, characterized in that: The number of the reinforcing rib bodies (16) is four, and the four reinforcing rib bodies (16) are symmetrically arranged.
7. The spliced steel column for the prefabricated frame structure according to claim 2, characterized in that: The top hole diameter of the second positioning through hole (6) is larger than the bottom hole diameter of the second positioning through hole (6).