Steel column connecting node fixing structure

Abstract

The utility model discloses a steel column connection node fixing structure which comprises a steel column, web reinforcing plates are arranged on the two sides of the steel column, insertion holes are evenly formed in inner cavities of the web reinforcing plates, fixing bolts are inserted into inner cavities of the insertion holes and connected with the steel column in an inserted mode, the outer sides of the fixing bolts are in threaded connection with fixing nuts, and the fixing nuts are connected with the steel column in an inserted mode. The web reinforcing plates are fixed to the two sides of the steel column through the fixing bolts and the fixing nuts, the reinforcing plates and the two sides of the steel column are subjected to plug welding through plug welding so that the reinforcing plates can be fixed, then the secondary beam is connected with the connecting beam through welding, and meanwhile the connecting plates are fixed to the two sides of the connecting position of the connecting beam and the secondary beam through the high-strength bolts and the gaskets. Meanwhile, the friction force is increased through the high-strength nuts, the fixing effect can be improved, and the purposes that the connecting mode is simple and convenient, the fixing effect is achieved, and the overall bearing capacity is improved are achieved.

Description

TECHNICAL FIELD

[0001] The utility model belongs to steel structure technical field, especially a kind of steel column connecting joint fixed structure. BACKGROUND

[0002] Steel column connection is the way that two or more steel columns are combined together in steel structure engineering such as building, bridge and industrial facility, and steel column connection joint fixed structure is a very key part in building structure, which plays an important role in ensuring the integrity, stability and force transmission effectiveness of the structure.

[0003] In the existing field of building engineering, especially in high-rise and large-span buildings, steel column structure is widely used, however, if the fixing of steel column connection joint is not properly designed, looseness and slippage may occur, thereby affecting the safety of the overall structure, and therefore a steel column connection joint fixed structure is proposed. UTILITY MODEL CONTENT

[0004] The utility model aims at providing a steel column connection joint fixed structure, which has simple and convenient connection mode and fixing effect, thereby improving the overall load-carrying capacity, to solve the above background technical problems.

[0005] The technical scheme for solving the above technical problems is as follows: a steel column connection joint fixed structure, which comprises a steel column, both sides of the steel column are provided with web reinforcement plates, the inner cavities of the web reinforcement plates are uniformly provided with insertion holes, and the inner cavities of the insertion holes are inserted with fixing bolts, the fixing bolts are inserted with the steel column, the outer sides of the fixing bolts are threadedly connected with fixing nuts, the front and rear positions of both sides of the steel column are provided with reinforcing plates, both sides of the steel column are welded with connecting beams, one side of the connecting beam is welded with a secondary beam, both sides of the connecting position of the connecting beam and the secondary beam are provided with connecting plates, the inner cavities of the connecting plates are provided with high-strength bolts, the outer sides of the high-strength bolts are sleeved with high-strength nuts, one side of the high-strength nut is provided with a gasket, and the gasket is threadedly connected with the high-strength bolt.

[0006] Preferably, the steel column is provided with a fixing hole at a position corresponding to both sides of the insertion hole in the inner cavity, and the fixing hole is inserted with the fixing bolt.

[0007] Preferably, the steel column is provided with a pre-embedded part at a position corresponding to the reinforcing plate, the inner cavity of the reinforcing plate is uniformly provided with a plug welding hole, and the plug welding hole and the pre-embedded part are welded by plug welding.

[0008] Preferably, the inner cavity of the connecting plate is uniformly provided with a connecting hole, and the connecting hole is inserted with the high-strength bolt.

[0009] Preferably, the connecting position of the connecting beam and the secondary beam is uniformly provided with a reserved hole, and the reserved hole is inserted with the high-strength bolt.

[0010] Preferably, the connecting beam and the secondary beam connection are welded with a backing plate, and the number of the backing plate is two.

[0011] The utility model discloses the beneficial effects are:

[0012] 1, the utility model discloses a fixed bolt and fixed nut are fixed in the both sides of steel column with web stiffening plate, and the reinforcing plate is welded with the both sides of steel column through the plug welding, makes it fixed, subsequently connects with the connecting beam through the welding of secondary beam, simultaneously fixed plate is fixed in the both sides of connecting beam and secondary beam connection through high -strength bolt and gasket, thereby the connecting place of connecting beam and secondary beam is fixed, can increase the fixed effect through high -strength nut increase friction, can reach to have the simple and convenient fixed effect of connection mode, thereby improve the purpose of the overall carrying capacity.

[0013] 2, the utility model discloses a plug welding hole, convenient for plug welding between pre -buried spare, can effectively transfer axial force, shear force and bending moment through plug welding, and plug welding can make stress distribution more uniform, avoid the connection failure of stress concentration, greatly improve the carrying capacity of connecting part.

[0014] 3, the utility model discloses a backing plate, convenient for guaranteeing the connecting strength between connecting beam and secondary beam, and the backing plate can make connecting beam and secondary beam form good fusion, thereby enhancing the carrying capacity of node. BRIEF DESCRIPTION OF DRAWINGS

[0015] Among them:

[0016] Figure 1 It is the perspective drawing of one embodiment of the utility model;

[0017] Figure 2 It is the fixed bolt and fixed nut perspective drawing of one embodiment of the utility model;

[0018] Figure 3 It is the reserved hole and backing plate perspective drawing of one embodiment of the utility model;

[0019] Figure 4 It is the overhead view of one embodiment of the utility model steel column;

[0020] Figure 5 It is the local enlarged view of point A of the utility model.

[0021] In the drawings, the component list represented by each sign is as follows:

[0022] 1. Steel column, 2. Web reinforcement plate, 3. Fixing bolt, 4. Fixing nut, 5. Fixing hole, 6. Reinforcing plate, 7. Plug weld hole, 8. Connecting beam, 9. Secondary beam, 10. Connecting plate, 11. High-strength bolt, 12. High-strength nut, 13. Washer, 14. Connecting hole, 15. Reserved hole, 16. Backing plate. Detailed Implementation

[0023] In the following description, embodiments of the steel column connection node fixing structure of this utility model will be described with reference to the accompanying drawings. Example 1

[0024] Figures 1-5 This invention illustrates a steel column connection node fixing structure according to an embodiment of the present invention. It includes a steel column 1, with embedded parts positioned on the steel column 1 corresponding to a reinforcing plate 6. The reinforcing plate 6 has uniformly spaced plug-weld holes 7. The plug-weld holes 7 are connected to the embedded parts via plug welding. The plug-weld holes 7 facilitate plug welding with the embedded parts, effectively transmitting axial force, shear force, and bending moment. Plug welding also results in a more uniform stress distribution, preventing connection failure due to stress concentration and significantly improving the load-bearing capacity of the connection. The steel column 1 has a web reinforcement plate 2 on both sides. The web reinforcement plate 2 has evenly spaced insertion holes, and fixing bolts 3 are inserted into the holes. The fixing bolts 3 are connected to the steel column 1, and fixing nuts 4 are threaded onto the outer side of the fixing bolts 3. Reinforcing plates 6 are installed at the front and rear positions on both sides of the steel column 1. Connecting beams 8 are welded to both sides of the steel column 1. A secondary beam 9 is welded to one side of the connecting beam 8. Two pads 16 are welded at the connection between the connecting beam 8 and the secondary beam 9. To ensure the connection strength between the connecting beam 8 and the secondary beam 9, the pad 16 allows the connecting beam 8 and the secondary beam 9 to form a good fusion, thereby enhancing the load-bearing capacity of the joint. Connecting plates 10 are provided on both sides of the connection between the connecting beam 8 and the secondary beam 9. High-strength bolts 11 are installed inside the connecting plate 10, and high-strength nuts 12 are fitted on the outside of the high-strength bolts 11. A washer 13 is provided on one side of the high-strength nut 12, and the washer 13 is threadedly connected to the high-strength bolt 11. The web reinforcement plate 2 is fixed to the connecting plate 9 by fixing bolts 3 and fixing nuts 4. On both sides of the steel column 1, the reinforcing plate 6 is plug-welded to both sides of the steel column 1 to fix it. Then, the secondary beam 9 is connected to the connecting beam 8 by welding. At the same time, the connecting plate 10 is fixed to both sides of the connection between the connecting beam 8 and the secondary beam 9 by high-strength bolts 11 and washers 13, thereby fixing the connection between the connecting beam 8 and the secondary beam 9. At the same time, the friction is increased by high-strength nuts 12 to enhance the fixing effect. This achieves the purpose of simple connection and good fixing effect, thereby improving the overall load-bearing capacity. Example 2

[0025] Figures 1-5This invention illustrates a steel column connection node fixing structure according to an embodiment of the present invention. It includes a steel column 1, with fixing holes 5 formed in the inner cavity of the steel column 1 at positions corresponding to the insertion holes on both sides. Fixing bolts 3 are inserted into the fixing holes 5. Web reinforcement plates 2 are provided on both sides of the steel column 1. Insertion holes are evenly distributed in the inner cavity of the web reinforcement plates 2, and fixing bolts 3 are inserted into the inner cavity of each insertion hole. Fixing bolts 3 are inserted into the steel column 1, and fixing nuts 4 are threaded onto the outer side of the fixing bolts 3. Reinforcing plates 6 are provided at the front and rear positions on both sides of the steel column 1. Connecting rods are welded to both sides of the steel column 1. A secondary beam 9 is welded to one side of the connecting beam 8. Pre-drilled holes 15 are evenly provided at the connection between the connecting beam 8 and the secondary beam 9. The pre-drilled holes 15 are inserted into the high-strength bolts 11. Connecting plates 10 are provided on both sides of the connection between the connecting beam 8 and the secondary beam 9. Connecting holes 14 are evenly provided in the inner cavity of the connecting plate 10. The connecting holes 14 are inserted into the high-strength bolts 11. The high-strength bolts 11 are provided in the inner cavity of the connecting plate 10. A high-strength nut 12 is sleeved on the outside of the high-strength bolt 11. A washer 13 is provided on one side of the high-strength nut 12. The washer 13 is threadedly connected to the high-strength bolt 11.

[0026] Working Principle: In use, the user passes the fixing bolts 3 through the web reinforcement plate 2 and the fixing holes 5, and then fixes the web reinforcement plate 2 to both sides of the steel column 1 with the fixing nuts 4. Plug welding is then performed between the plug welding holes 7 and the embedded parts. Plug welding effectively transmits axial force, shear force, and bending moment, and makes the stress distribution more uniform, avoiding connection failure caused by stress concentration, thus greatly improving the load-bearing capacity of the connection. Subsequently, the reinforcing plates 6 are plug welded to both sides of the steel column 1 for fixation. Then, the secondary beam 9 is connected to the connecting beam 8 by welding, and high-strength bolts 11 are respectively... Passing through the connecting beam 8, secondary beam 9, and connecting plate 10, the connecting plate 10 is fixed to both sides of the connection between the connecting beam 8 and secondary beam 9 using high-strength bolts 11 and washers 13. By welding the washers 16 to the connecting beam 8 and secondary beam 9, the connection strength between the connecting beam 8 and secondary beam 9 can be strengthened. The washers 16 can make the connecting beam 8 and secondary beam 9 form a good fusion, thereby enhancing the load-bearing capacity of the node and fixing the connection between the connecting beam 8 and secondary beam 9. At the same time, the friction is increased by using high-strength nuts 12, which can increase the fixing effect. Thus, the purpose of simple connection and fixing effect is achieved, thereby improving the overall load-bearing capacity.

Claims

1. A steel column connection node fixing structure, characterized in that, The steel column (1) is provided with a web reinforcement plate (2) on both sides. The web reinforcement plate (2) has a uniformly provided insertion hole in its inner cavity, and a fixing bolt (3) is inserted into the inner cavity of the insertion hole. The fixing bolt (3) is inserted into the steel column (1). A fixing nut (4) is threaded on the outer side of the fixing bolt (3). A reinforcing plate (6) is provided at the front and rear positions on both sides of the steel column (1). A connecting beam (8) is welded on both sides of the steel column (1). A secondary beam (9) is welded on one side of the connecting beam (8). A connecting plate (10) is provided on both sides of the connection between the connecting beam (8) and the secondary beam (9). A high-strength bolt (11) is provided in the inner cavity of the connecting plate (10). A high-strength nut (12) is sleeved on the outer side of the high-strength bolt (11). A washer (13) is provided on one side of the high-strength nut (12). The washer (13) is threadedly connected to the high-strength bolt (11).

2. The steel column connection node fixing structure according to claim 1, characterized in that, The steel column (1) has a fixing hole (5) in the inner cavity and at the position corresponding to the insertion holes on both sides. The fixing hole (5) is inserted into the fixing bolt (3).

3. The steel column connection node fixing structure according to claim 1, characterized in that, The steel column (1) is provided with embedded parts at the position corresponding to the reinforcing plate (6). The inner cavity of the reinforcing plate (6) is uniformly provided with plug welding holes (7). The plug welding holes (7) are welded to the embedded parts by plug welding.

4. The steel column connection node fixing structure according to claim 1, characterized in that, The inner cavity of the connecting plate (10) is uniformly provided with connecting holes (14), and the connecting holes (14) are inserted into high-strength bolts (11).

5. The steel column connection node fixing structure according to claim 1, characterized in that, The connection between the connecting beam (8) and the secondary beam (9) is provided with reserved holes (15) evenly spaced, and the reserved holes (15) are inserted into the high-strength bolts (11).

6. The steel column connection node fixing structure according to claim 1, characterized in that, A pad (16) is welded at the connection between the connecting beam (8) and the secondary beam (9), and the number of the pads (16) is set to two.

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