Box column partition plate and steel beam reinforcing assembly in building steel structure

Abstract

The utility model discloses a box-shaped column partition plate and steel beam reinforcing assembly in a building steel structure, which comprises a box-shaped column, a box-shaped column partition plate is sleeved on a middle shaft of the surface of the box-shaped column, the right side of the box-shaped column partition plate is fixedly connected with a transverse extension arm, and the top and the bottom of the transverse extension arm are fixedly connected with hinged support plates through bolts. The left sides of the two hinged support plates are fixedly connected with the box-shaped column and the box-shaped column partition plate through bolts, the front side of the transverse extension arm is fixedly connected with a connecting lug plate through bolts, the left side of the connecting lug plate is fixedly connected with the box-shaped column and the box-shaped column partition plate through bolts, and the right sides of the two hinged support plates are fixedly connected with limiting clamping plates. The hinged support plate, the connecting lug plate and the limiting clamping plate are used in cooperation, so that the transverse extension arm is stably fixed to the right side of the box-shaped column partition plate, and then the bottom and the top of the transverse extension arm can be supported and fixed through the supporting wing plate and the inclined strut connecting rod.

Description

Technical Field

[0001] This utility model belongs to the field of building steel structure technology, and in particular relates to a box-shaped column partition and steel beam reinforcement component in building steel structure. Background Technology

[0002] In steel structure buildings, box columns are welded together from four steel plates. The internal partitions (horizontal or longitudinal) are the core load-bearing components, forming the steel structure skeleton together with the steel beams. The partitions can serve as positioning references for the assembly of box columns, ensuring the verticality and diagonal accuracy of the four steel plates.

[0003] When box columns are connected to steel beams, diaphragms play a crucial role. Diaphragms can effectively transfer bending moments and shear forces at the beam ends, enhance the rigidity of the joint, and enable the box columns and steel beams to work together. Therefore, we need to design a box column diaphragm and steel beam reinforcement component for building steel structures. The box column diaphragm and steel beam reinforcement component can enhance the overall stability and load-bearing capacity of the structure, achieve efficient force flow transmission, disperse loads, reduce stress concentration, and improve ductility and energy dissipation capacity. Utility Model Content

[0004] The purpose of this utility model is to provide a box-shaped column partition and steel beam reinforcement component for building steel structures. This component has the advantages of enhancing the overall stability and load-bearing capacity of the structure, achieving efficient force flow transmission and load dispersion, reducing stress concentration, and improving ductility and energy dissipation capacity, thereby solving the aforementioned technical problems.

[0005] The technical solution of this utility model to solve the above-mentioned technical problems is as follows: A box-shaped column partition and steel beam reinforcement component in a building steel structure, comprising a box-shaped column, a box-shaped column partition sleeved at the central axis of the surface of the box-shaped column, a transverse extension arm fixedly connected to the right side of the box-shaped column partition, hinge plates fixedly connected to the top and bottom of the transverse extension arm by bolts, the left sides of the two hinge plates fixedly connected to the box-shaped column and the box-shaped column partition by bolts, a connecting ear plate fixedly connected to the front side of the transverse extension arm by bolts, the left side of the connecting ear plate fixedly connected to the box-shaped column and the box-shaped column partition by bolts, a limit plate fixedly connected to the right side of the two hinge plates, a support wing plate fixedly connected to the right side of the top and bottom of the transverse extension arm by bolts, a clamping plate fixedly connected to the left side of the support wing plate, a support diagonal rod fixedly connected to the surface of the two limit clamping plates by bolts, and multiple stiffening plates fixedly connected to the front side of the transverse extension arm.

[0006] Preferably, the upper and lower sides of the right side of the box-shaped column are fixedly connected with hinge seats by bolts.

[0007] Preferably, the side of the card plate facing the hinge seat is fixedly connected to a diagonal bracing rod by bolts.

[0008] Preferably, the bottom and top of the lateral extension arm are both fixedly connected to a fixing plate by bolts.

[0009] Preferably, a support rod is fixedly connected to one side of each of the two fixed plates, and the side of the two support rods away from the fixed plates is fixedly connected to the diagonal bracing rod. The end of the support diagonal rod away from the limiting plate is fixedly connected to the support rod.

[0010] The beneficial effects of this utility model are:

[0011] 1. This utility model uses the hinge plate, connecting ear plate and limiting plate together to make the transverse extension arm more stable on the right side of the box column partition. Then the supporting wing plate and diagonal brace will support and fix the bottom and top of the transverse extension arm. This achieves the purpose of enhancing the overall stability and load-bearing capacity of the box column partition and steel beam reinforcement components, realizing efficient force flow transmission, load dispersion, stress concentration reduction, and improving ductility and energy dissipation capacity.

[0012] 2. By setting up a hinge seat, this utility model provides a stable connection point for the diagonal brace connecting rod, which firmly fixes the diagonal brace connecting rod. When bearing load, it can effectively transmit and distribute the force on the diagonal brace connecting rod and prevent loosening.

[0013] 3. By setting up a fixing plate, this utility model provides a stable connection point for the support rod, which firmly fixes the support rod to the structure, prevents the support rod from loosening or shifting, and ensures the stability of the support rod. Attached Figure Description

[0014] The advantages of the present invention, as described above and / or in the following detailed description in conjunction with the accompanying drawings, will become clearer and more readily understood. These drawings are merely illustrative and do not limit the scope of the present invention.

[0015] Figure 1 This is a front view schematic diagram of one embodiment of the present utility model;

[0016] Figure 2 This is a bottom view of the fixing plate and support rod according to one embodiment of the present utility model;

[0017] Figure 3 This is a split schematic diagram of the hinge plate and connecting ear plate according to an embodiment of the present invention;

[0018] Figure 4 This is a three-dimensional schematic diagram of the diagonal brace and stiffening plate according to an embodiment of the present invention.

[0019] The attached diagram lists the components represented by each number as follows:

[0020] 1. Box column, 2. Box column partition, 3. Lateral extension arm, 4. Hinge plate, 5. Connecting ear plate, 6. Limiting plate, 7. Support wing plate, 8. Clamping plate, 9. Hinge seat, 10. Diagonal brace, 11. Fixing plate, 12. Supporting diagonal bar, 13. Stiffening plate, 14. Support rod. Detailed Implementation

[0021] In the following description, embodiments of the box-shaped column partition and steel beam reinforcement components in the building steel structure of this utility model will be described with reference to the accompanying drawings.

[0022] Figure 1-4 This invention illustrates a box-shaped column partition and steel beam reinforcement assembly in a building steel structure according to an embodiment of the present invention. It includes a box-shaped column 1, a box-shaped column partition 2 fitted onto the central axis of the surface of the box-shaped column 1, a transverse extension arm 3 fixedly connected to the right side of the box-shaped column partition 2, hinge plates 4 fixedly connected to the top and bottom of the transverse extension arm 3 by bolts, the left sides of the two hinge plates 4 fixedly connected to the box-shaped column 1 and the box-shaped column partition 2 by bolts, a connecting ear plate 5 fixedly connected to the front side of the transverse extension arm 3 by bolts, the left side of the connecting ear plate 5 fixedly connected to the box-shaped column 1 and the box-shaped column partition 2 by bolts, limit plates 6 fixedly connected to the right sides of the two hinge plates 4, support wing plates 7 fixedly connected to the top and bottom right sides of the transverse extension arm 3 by bolts, a clamping plate 8 fixedly connected to the left side of the support wing plate 7, hinge seats 9 fixedly connected to the upper and lower right sides of the box-shaped column 1 by bolts, and a diagonal bracing rod 1 fixedly connected to the side of the clamping plate 8 facing the hinge seat 9 by bolts. 0. Through the setting of the hinge seat 9, the hinge seat 9 provides a stable connection point for the diagonal brace 10, and firmly fixes the diagonal brace 10. When bearing load, it can effectively transmit and disperse the force on the diagonal brace 10 and prevent loosening. The bottom and top of the transverse extension arm 3 are fixedly connected to the fixing plate 11 by bolts. The surfaces of the two limit plates 6 are fixedly connected to the support diagonal rod 12 by bolts. Multiple stiffening plates 13 are fixedly connected to the front side of the transverse extension arm 3. Support rods 14 are fixedly connected to the opposite side of the two fixing plates 11. The side of the two support rods 14 away from the fixing plate 11 is fixedly connected to the diagonal brace 10. The end of the support diagonal rod 12 away from the limit plate 6 is fixedly connected to the support rod 14. Through the setting of the fixing plate 11, the fixing plate 11 provides a stable connection point for the support rod 14, firmly fixing the support rod 14 to the structure, preventing the support rod 14 from loosening or shifting, and ensuring that the support rod 14 is relatively stable.

[0023] Working principle: When using this utility model, the user fixes the transverse extension arm 3 to the right side of the box-shaped column partition 2, then fixes the hinge plate 4 to the top and bottom of the transverse extension arm 3 with bolts. Next, the left side of the hinge plate 4 is fixedly connected to the box-shaped column 1 and the box-shaped column partition 2 with bolts. The connecting ear plate 5 is fixed to the front side of the transverse extension arm 3 with bolts, and the left side of the connecting ear plate 5 is fixedly connected to the box-shaped column 1 and the box-shaped column partition 2 with bolts, thus fixing the support wing plate 7 with bolts. At the top and bottom of the lateral extension arm 3, the hinge seat 9 is fixed to the top and bottom of the right side of the box column 1 by bolts. Then, the hinge seat 9 and the side facing the clamping plate 8 are fixedly connected to the diagonal brace 10 by bolts. Next, the fixing plate 11 is fixedly connected to the top and bottom of the box column partition 2 by bolts. Then, the right side of the hinge seat plate 4 is fixedly connected to the support diagonal rod 12 by the limiting clamping plate 6. The support rod 14 plays a supporting role for the diagonal brace 10, and strengthens the support for the diagonal brace 10.

[0024] In summary, the box-shaped column partition and steel beam reinforcement assembly, through the coordinated use of the hinge plate 4, connecting ear plate 5, and limiting plate 6, makes the transverse extension arm 3 relatively stable on the right side of the box-shaped column partition 2. Consequently, the supporting wing plate 7 and the diagonal brace 10 support and fix the bottom and top of the transverse extension arm 3. This achieves the purpose of enhancing the overall structural stability and load-bearing capacity, realizing efficient force flow transmission, dispersing loads, reducing stress concentration, and improving ductility and energy dissipation capacity.

Claims

1. A box-shaped column diaphragm and steel beam reinforcement assembly for a building steel structure, characterized in that, The system includes a box-shaped column (1), a box-shaped column partition (2) fitted at the central axis of the surface of the box-shaped column (1), a transverse extension arm (3) fixedly connected to the right side of the box-shaped column partition (2), and hinge plates (4) fixedly connected to the top and bottom of the transverse extension arm (3) by bolts. The left sides of the two hinge plates (4) are fixedly connected to the box-shaped column (1) and the box-shaped column partition (2) by bolts. A connecting ear plate (5) is fixedly connected to the front side of the transverse extension arm (3) by bolts. The left side is fixedly connected to the box column (1) and the box column partition (2) by bolts. The right side of the two hinge plates (4) is fixedly connected to the limit plate (6). The right side of the top and bottom of the transverse extension arm (3) is fixedly connected to the support wing plate (7) by bolts. The left side of the support wing plate (7) is fixedly connected to the plate (8). The surface of the two limit plates (6) is fixedly connected to the support diagonal rod (12) by bolts. The front side of the transverse extension arm (3) is fixedly connected to multiple stiffening plates (13).

2. The box-shaped column diaphragm and steel beam reinforcement assembly in a building steel structure according to claim 1, characterized in that, The box column (1) is fixedly connected to hinge seats (9) on the upper and lower sides of the right side by bolts.

3. The box-shaped column diaphragm and steel beam reinforcement assembly in a building steel structure according to claim 2, characterized in that, The card plate (8) and the hinge seat (9) are fixedly connected to the diagonal bracing rod (10) by bolts on the side facing each other.

4. The box-shaped column diaphragm and steel beam reinforcement assembly in a building steel structure according to claim 3, characterized in that, The bottom and top of the lateral extension arm (3) are both fixedly connected to a fixing plate (11) by bolts.

5. The box-shaped column diaphragm and steel beam reinforcement assembly in a building steel structure according to claim 4, characterized in that, Support rods (14) are fixedly connected to the opposite sides of the two fixed plates (11). The side of the two support rods (14) away from the fixed plates (11) is fixedly connected to the diagonal bracing rod (10). The end of the support diagonal rod (12) away from the limiting plate (6) is fixedly connected to the support rod (14).

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