Steel structure building outer ring plate and box column reinforcing assembly

Abstract

This utility model discloses a reinforcement component for an outer ring plate and a box-shaped column in a steel structure building. It includes an outer ring plate welded to the surface of the box-shaped column. A short-faced perforated angle iron is provided at the top of the outer ring plate. A long-shank bolt is threaded into the inner cavity of the short-faced perforated angle iron. The long-faced perforated angle iron is fixedly connected to the outer ring plate via the long-shank bolt. The long-faced perforated angle iron is located at the bottom of the outer ring plate. A nut is threaded into the surface of the long-shank bolt, located below the outer ring plate. Two washers are slidably connected to the surface of the long-shank bolt. This utility model, through the combined use of the short-faced and long-faced perforated angle irons, can reinforce the weld joint between the outer ring plate and the box-shaped column with tensile force, providing additional fixing force beyond welding between the outer ring plate and the box-shaped column. This achieves the goal of providing additional fixing force after the outer ring plate and box-shaped column are fixedly connected, thereby reducing fatigue cracks caused by stress cycles.

Description

Technical Field

[0001] This utility model belongs to the field of steel structure technology, and in particular relates to a reinforcement component for outer ring plate and box column in steel structure buildings. Background Technology

[0002] The connection between the outer ring plate and the box column is a common structural form in steel structure buildings, especially in beam-column connections. The rigid connection between the outer ring plate and the box column can limit the rotational deformation of the beam end, making the structural node close to the "rigid connection" effect, thereby improving the overall stiffness of the structure.

[0003] The outer ring plate is usually welded to the perimeter of the box column. When the structure is under load, the outer ring plate can transfer the bending moment and shear force at the beam end to the box column, forming a rigid connection between the beam and column. After the outer ring plate is welded and fixed to the box column, if it is frequently subjected to dynamic loads, such as crane beams or large-span roofs, fatigue cracks may occur at the weld due to stress cycle. To address this, a reinforcement component for the outer ring plate and box column in steel structure buildings was designed. This component uses a combination of short-faced and long-faced perforated angle irons to reinforce the weld between the outer ring plate and the box column with tensile force. At the same time, after the outer ring plate and the box column are fixedly connected, they receive additional fixing force to reduce fatigue cracks caused by stress cycle. Utility Model Content

[0004] The purpose of this utility model is to provide a reinforcement component for the outer ring plate and box column in steel structure buildings, which provides additional fixing force after the outer ring plate and box column are fixedly connected, thereby reducing fatigue cracks caused by stress cycle and solving the above-mentioned technical problems.

[0005] The technical solution of this utility model to solve the above-mentioned technical problems is as follows: A reinforcement component for an outer ring plate and a box column in a steel structure building, comprising an outer ring plate welded to the surface of the box column; a short-faced perforated angle iron is provided at the top of the outer ring plate, a long-shank bolt is threadedly connected to the inner cavity of the short-faced perforated angle iron, the long-faced perforated angle iron is fixedly connected to the outer ring plate by the long-shank bolt, the long-faced perforated angle iron is located at the bottom of the outer ring plate, a nut is threadedly connected to the surface of the long-shank bolt, the nut is located below the outer ring plate, two washers are slidably connected to the surface of the long-shank bolt, the two washers are respectively located at the bottom of the inner cavity of the short-faced perforated angle iron and the top of the inner cavity of the long-faced perforated angle iron, positioning bolts are threadedly connected to the inner cavities of both the short-faced perforated angle iron and the long-faced perforated angle iron, and both the short-faced perforated angle iron and the long-faced perforated angle iron are fixedly connected to the box column by the positioning bolts.

[0006] Preferably, the surface of the positioning bolt is slidably connected with a washer, and the surface of the long shank bolt is slidably connected with a circular washer.

[0007] Preferably, the circular gasket is located at the top of the inner cavity of the long-faced perforated angle iron and below the gasket, and a ring plate is welded to the surface of the box-shaped column.

[0008] Preferably, the surfaces of both the outer ring plate and the outer ring plate are fixedly connected with edging by bolts, and limit heads are welded to the opposite sides of the two edgings.

[0009] Preferably, the inner cavity of each limiting head is slidably connected with a support bolt, and a pull rod is slidably connected between the two limiting heads through the support bolt.

[0010] Preferably, a circular plate is welded to the left end of the support bolt, and the pull rod is fixedly connected to the inner cavity of the limiting head through the circular plate.

[0011] The beneficial effects of this utility model are:

[0012] 1. By using short-faced perforated angle iron and long-faced perforated angle iron together, this utility model can strengthen the tensile force at the weld between the outer ring plate and the box column, and can provide a fixing force between the outer ring plate and the box column in addition to the welding force. This achieves the purpose of providing additional fixing force after the outer ring plate and the box column are fixedly connected, thereby reducing fatigue cracks caused by stress cycle.

[0013] 2. By setting the washer ring, this utility model can provide a buffered protective force between the surface of the short-faced and long-faced perforated angle iron and the positioning bolt, thus avoiding wear on the surface of the short-faced and long-faced perforated angle iron.

[0014] 3. By setting up the tie rod, this utility model can provide additional tension between the outer ring plate and the ring plate, which can provide upward support to the outer ring plate, thereby making the connection between the outer ring plate and the box column more stable. Attached Figure Description

[0015] in:

[0016] Figure 1 This is a front view schematic diagram of one embodiment of the present utility model;

[0017] Figure 2 This is a front view schematic diagram of one embodiment of the present utility model;

[0018] Figure 3 This is a partially enlarged front view schematic diagram of one embodiment of the present invention;

[0019] Figure 4 This is one embodiment of the present utility model. Figure 3 A magnified view of a portion of the image;

[0020] Figure 5 This is one embodiment of the present utility model. Figure 3A magnified view of point A in the middle.

[0021] The attached diagram lists the components represented by each number as follows:

[0022] 1. Box-type column, 2. Outer ring plate, 3. Short-faced perforated angle iron, 4. Long-handled bolt, 5. Long-faced perforated angle iron, 6. Nut, 7. Washer, 8. Positioning bolt, 9. Washer ring, 10. Circular washer, 11. Ring plate, 12. Edge banding, 13. Limiting head, 14. Support bolt, 15. Tie rod, 16. Round plate. Detailed Implementation

[0023] In the following description, embodiments of the outer ring plate and box column reinforcement components in the steel structure building of this utility model will be described with reference to the accompanying drawings. Example 1

[0024] Figure 1-5 This invention illustrates a steel structure building reinforcement assembly for an outer ring plate and a box-shaped column, comprising: an outer ring plate 2 welded to the surface of a box-shaped column 1; a short-faced perforated angle iron 3 disposed at the top of the outer ring plate 2; a long-shank bolt 4 threadedly connected to the inner cavity of the short-faced perforated angle iron 3; a long-faced perforated angle iron 5 fixedly connected to the outer ring plate 2 by the long-shank bolt 4; the long-faced perforated angle iron 5 located at the bottom of the outer ring plate 2; a nut 6 threadedly connected to the surface of the long-shank bolt 4, the nut 6 located below the outer ring plate 2; and two washers 7 slidably connected to the surface of the long-shank bolt 4, the two washers 7 being located at the bottom of the inner cavity of the short-faced perforated angle iron 3 and the top of the inner cavity of the long-faced perforated angle iron 5, respectively. The cavity is threaded with positioning bolts 8. The short-faced perforated angle iron 3 and the long-faced perforated angle iron 5 are fixedly connected to the box column 1 by positioning bolts 8. The surface of the positioning bolt 8 is slidably connected with a washer 9. The washer 9 can buffer the force between the surface of the short-faced perforated angle iron 3 and the long-faced perforated angle iron 5 and the positioning bolt 8, and can prevent the surface of the short-faced perforated angle iron 3 and the long-faced perforated angle iron 5 from being worn. The surface of the long shank bolt 4 is slidably connected with a circular washer 10. The circular washer 10 is located at the top of the inner cavity of the long-faced perforated angle iron 5 and below the washer 7. The surface of the box column 1 is welded with a ring plate 11. The surfaces of the ring plate 11 and the outer ring plate 2 are both fixedly connected with a edging 12 by bolts. Example 2

[0025] Figure 1-5This invention illustrates a steel structure building reinforcement assembly for an outer ring plate and a box-shaped column, comprising: an outer ring plate 2 welded to the surface of a box-shaped column 1; a short-faced perforated angle iron 3 disposed at the top of the outer ring plate 2; a long-shank bolt 4 threadedly connected to the inner cavity of the short-faced perforated angle iron 3; a long-faced perforated angle iron 5 fixedly connected to the outer ring plate 2 by the long-shank bolt 4; the long-faced perforated angle iron 5 located at the bottom of the outer ring plate 2; a nut 6 threadedly connected to the surface of the long-shank bolt 4, the nut 6 located below the outer ring plate 2; and two washers 7 slidably connected to the surface of the long-shank bolt 4, the two washers 7 being located at the bottom of the inner cavity of the short-faced perforated angle iron 3 and the top of the inner cavity of the long-faced perforated angle iron 5, respectively. The inner cavity of the angle iron 5 is threaded with positioning bolts 8. The short-faced opening angle iron 3 and the long-faced opening angle iron 5 are fixedly connected to the box column 1 by positioning bolts 8. Limiting heads 13 are welded to opposite sides of the two edging 12. The inner cavity of the two limiting heads 13 is slidably connected with support bolts 14. The two limiting heads 13 are slidably connected with a pull rod 15 through the support bolts 14. The pull rod 15 can provide additional tension between the outer ring plate 2 and the ring plate 11, and can provide upward support for the outer ring plate 2, thereby making the connection between the outer ring plate 2 and the box column 1 more stable. A circular piece 16 is welded to the left end of the support bolt 14, and the pull rod 15 is fixedly connected to the inner cavity of the limiting head 13 through the circular piece 16.

[0026] Working principle: When using this utility model, the user uses long-shank bolts 4 to fix the short-faced perforated angle iron 3 and the long-faced perforated angle iron 5 to the upper and lower sides of the outer ring plate 2 respectively, and uses nuts 6 to fix the short-faced perforated angle iron 3 and the long-faced perforated angle iron 5 to the surface of the long-shank bolts 4. Then, the positioning bolts 8 are used to fix the short-faced perforated angle iron 3 and the long-faced perforated angle iron 5 to the surface of the box column 1. This causes the weld between the outer ring plate 2 and the box column 1 to be subjected to an inward tensile force, so that the outer ring plate 2 and the box column 1 are subjected to a fixing force other than welding. This allows the outer ring plate 2 and the box column 1 to obtain additional fixing force after being fixedly connected, thereby reducing the occurrence of fatigue cracks due to stress cycle.

[0027] In summary, the reinforcement components for the outer ring plate and box column in this steel structure building, through the combined use of short-face perforated angle iron 3 and long-face perforated angle iron 5, can strengthen the tensile force at the weld between the outer ring plate 2 and the box column 1, and provide additional fixing force between the outer ring plate 2 and the box column 1 in addition to welding. This achieves the purpose of providing additional fixing force after the outer ring plate 2 and the box column 1 are fixedly connected, thereby reducing fatigue cracks caused by stress cycles.

Claims

1. A reinforcement component for outer ring plate and box column in a steel structure building, characterized in that, The outer ring plate (2) is welded to the surface of the box column (1). A short-faced perforated angle iron (3) is provided at the top of the outer ring plate (2). A long-shank bolt (4) is threaded into the inner cavity of the short-faced perforated angle iron (3). A long-faced perforated angle iron (5) is fixedly connected to the outer ring plate (2) by the long-shank bolt (4). The long-faced perforated angle iron (5) is located at the bottom of the outer ring plate (2). A nut (6) is threaded into the surface of the long-shank bolt (4). The nut (6) is located at the bottom of the box column (1). Below the outer ring plate (2), two washers (7) are slidably connected to the surface of the long shank bolt (4). The two washers (7) are located at the bottom of the inner cavity of the short face perforated angle iron (3) and the top of the inner cavity of the long face perforated angle iron (5), respectively. The inner cavities of the short face perforated angle iron (3) and the long face perforated angle iron (5) are threaded with positioning bolts (8). The short face perforated angle iron (3) and the long face perforated angle iron (5) are fixedly connected to the box column (1) by positioning bolts (8).

2. The steel structure building outer ring plate and box column reinforcement component according to claim 1, characterized in that, The surface of the positioning bolt (8) is slidably connected with a washer (9), and the surface of the long shank bolt (4) is slidably connected with a circular washer (10).

3. The steel structure building outer ring plate and box column reinforcement component according to claim 2, characterized in that, The circular gasket (10) is located at the top of the inner cavity of the long-faced perforated angle iron (5) and below the gasket (7). The surface of the box-shaped column (1) is welded with a ring plate (11).

4. The steel structure building outer ring plate and box column reinforcement component according to claim 3, characterized in that, The surfaces of the ring plate (11) and the outer ring plate (2) are both fixedly connected with edging (12) by bolts, and limit heads (13) are welded to the opposite side of the two edgings (12).

5. The steel structure building outer ring plate and box column reinforcement component according to claim 4, characterized in that, The inner cavities of the two limiting heads (13) are slidably connected with support bolts (14), and the two limiting heads (13) are slidably connected with a pull rod (15) through the support bolts (14).

6. The steel structure building outer ring plate and box column reinforcement component according to claim 5, characterized in that, A disc (16) is welded to the left end of the support bolt (14), and the pull rod (15) is fixedly connected to the inner cavity of the limiting head (13) through the disc (16).

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