Auxiliary device for reinforcing misaligned steel column

Abstract

The utility model discloses a kind of auxiliary devices for steel column misplacement reinforcement, it is related to the technical field of building engineering steel column misplacement reinforcement, technical scheme is, including two butt joint settings of the character-shaped plate being set in the mislocation of upper and lower layer steel column and the threaded rod being set on the character-shaped plate, threaded rod is set through the character-shaped plate, and one end of threaded rod is provided with roof assembly in the internal area of two character-shaped plates, and the lateral wall of steel column is contacted by roof assembly;Roof assembly includes single-layer roof corresponding to single steel column lateral wall and upper and lower roof corresponding to the lateral wall of upper and lower two steel columns;Scale is set on threaded rod.The beneficial effects of the utility model are: the mislocation degree of upper and lower layer steel column can be accurately measured by scale on threaded rod, so as to determine the thickness of required steel plate.This ensures that the thickness of reinforcing steel plate is appropriate, and the load-carrying capacity of steel column can be effectively improved.

Description

Technical Field

[0001] This utility model relates to the field of steel column misalignment reinforcement technology in building engineering, and in particular to an auxiliary device for steel column misalignment reinforcement. Background Technology

[0002] In steel structure construction, misalignment of steel columns can lead to uneven stress distribution and affect overall stability. Traditional methods typically focus on correction, but once a steel column is misaligned after construction, correction is no longer possible, and if the misalignment exceeds the allowable value specified in the code, steel plates need to be used to reinforce the inside of the misaligned edge of the column to improve its load-bearing capacity. However, using steel plates of inappropriate thickness often results in the following consequences: (1) Insufficient load-bearing capacity: If the steel plate thickness is insufficient, it may not effectively improve the load-bearing capacity of the steel column, causing the column to deform or break under stress. This will reduce the overall stability and safety of the structure, and may even lead to structural collapse.

[0003] (2) Welding quality issues: Excessive steel plate thickness may increase welding difficulty, leading to incomplete welding or defects such as incomplete penetration, porosity, and slag inclusions. These welding defects can affect the strength and durability of the weld, reducing its reinforcing effect.

[0004] (3) Uneven stress distribution in the structure: Inappropriate steel plate thickness may lead to uneven stress on the reinforced steel columns, further affecting the stability of the structure. This can cause localized stress concentration and accelerate fatigue damage to the structure.

[0005] How to solve the above problems is the research topic of this plan. Utility Model Content

[0006] In order to achieve the above-mentioned objectives and address the above-mentioned technical problems, this utility model provides an auxiliary device for reinforcing misaligned steel columns.

[0007] The technical solution includes two mating U-shaped plates set at the misalignment of the upper and lower steel columns and a threaded rod set on the U-shaped plates. The threaded rod is set through the U-shaped plates, and a top plate assembly is set at one end of the threaded rod located in the inner area of ​​the two U-shaped plates. The top plate assembly contacts the side wall of the steel column. The top plate assembly includes a single-layer top plate corresponding to the side wall of a single steel column and upper and lower top plates corresponding to the side walls of two upper and lower steel columns. The threaded rod is provided with a scale, and the threaded rod is fixed to the C-shaped plate by a nut.

[0008] The U-shaped plate includes a main board and side plates disposed at both ends of the main board; Each of the two side panels has a connecting lug on one side; The two U-shaped plates are fixedly connected by bolts.

[0009] Both the motherboard and the side panel are provided with two rows of through holes, one above the other. The threaded rod slides into the through hole.

[0010] The threaded rods located on the two side plates of the U-shaped plate have a single-layer top plate on one side and upper and lower top plates on the other side. The threaded rods located on the two main plates of the U-shaped plate have a single-layer top plate on one side and upper and lower top plates on the other side.

[0011] The beneficial effects of the technical solution provided by this utility model embodiment are: (1) The degree of misalignment between the upper and lower steel columns can be accurately measured by the scale on the threaded rod, thereby determining the required thickness of the steel plate. This ensures that the thickness of the reinforcing steel plate is appropriate and can effectively improve the load-bearing capacity of the steel column.

[0012] (2) By adjusting the nut and threaded rod, it can adapt to steel columns with different degrees of misalignment, and has strong adaptability. This makes the device suitable for a variety of misalignment situations, including slight and severe misalignment.

[0013] (3) The installation and adjustment process of the device is simple, the required thickness of the steel plate can be quickly determined, construction time and cost can be reduced, welding quality can be ensured, welding defects can be reduced, and construction efficiency can be improved.

[0014] (4) By accurately reinforcing the steel columns, the stress on the steel columns is ensured to be uniform, thereby improving the overall stability and safety of the structure. There is no need to replace the steel columns, saving material and construction costs, while also solving the misalignment problem. Attached Figure Description

[0015] Figure 1 This is a schematic diagram of the overall structure of an embodiment of the present utility model.

[0016] Figure 2 This is a schematic diagram of the structure of the present invention, showing the concealed upper and lower steel columns.

[0017] Figure 3 This is a schematic diagram of the structure of a single-layer top plate according to an embodiment of the present invention.

[0018] Figure 4 This is a schematic diagram of the upper and lower top plates in an embodiment of the present invention.

[0019] The attached diagram is labeled as follows: 1. U-shaped plate; 2. Threaded rod; 301. Single-layer top plate; 302. Upper and lower top plates; 101. Connecting ear plate; 4. Bolt; 5. Nut. Detailed Implementation

[0020] To make the objectives, technical solutions, and advantages of this utility model clearer, the present utility model will be further described in detail below with reference to the accompanying drawings and embodiments. Of course, the specific embodiments described herein are only for explaining this utility model and are not intended to limit it.

[0021] It should be noted that, without conflict, the embodiments and features in the embodiments of this utility model can be combined with each other.

[0022] In the description of this utility model, it should be understood that the terms "center," "longitudinal," "lateral," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," and "outer," etc., indicating orientation or positional relationships based on the orientation or positional relationships shown in the accompanying drawings, are only for the convenience of describing this utility model and simplifying the description, 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, and therefore should not be construed as a limitation on this utility model. Furthermore, the terms "first," "second," etc., are used for descriptive purposes only and should not be construed as indicating or implying relative importance or implicitly specifying the number of indicated technical features. Thus, features defined with "first," "second," etc., may explicitly or implicitly include one or more of that feature. In the description of this utility model, unless otherwise stated, "a plurality of" means two or more.

[0023] In the description of this utility model, it should be noted that, unless otherwise explicitly specified and limited, the terms "installation," "connection," and "joining" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model based on the specific circumstances.

[0024] Example 1 See Figures 1 to 4 This utility model provides an auxiliary device for reinforcing misaligned steel columns, including two U-shaped plates 1 that are connected together at the misalignment of upper and lower steel columns and a threaded rod 2 that is set on the U-shaped plates 1. The threaded rod 2 is set through the U-shaped plates 1. A top plate assembly is set at one end of the threaded rod 2 located in the inner area of ​​the two U-shaped plates 1. The top plate assembly contacts the side wall of the steel column. The top plate assembly includes a single-layer top plate 301 corresponding to the side wall of a single steel column and upper and lower top plates 302 corresponding to the side walls of the upper and lower steel columns. The threaded rod 2 is provided with a scale, and the threaded rod 2 is fixed to the U-shaped plate 1 by the nut 5.

[0025] The U-shaped board 1 includes a main board and side plates disposed at both ends of the main board; Each of the two side plates is provided with a connecting ear plate 101 on one side; The two U-shaped plates 1 are fixedly connected by bolts 4.

[0026] Both the motherboard and the side panel have two rows of through holes, one at the top and one at the bottom. The threaded rod 2 slides and matches the through hole.

[0027] The threaded rod 2 located on the two side plates of the U-shaped plate 1 has a single-layer top plate 301 on one side and an upper and lower top plate 302 on the other side. The threaded rod 2 located on the two main plates of the U-shaped plate 1 has a single-layer top plate 301 on one side and an upper and lower top plate 302 on the other side.

[0028] When steel columns are misaligned, reinforcement measures are required. This is achieved by adding steel plates at the misalignment points between upper and lower steel columns to improve the load-bearing capacity and stability of the columns, thus resolving the misalignment problem. Specific methods are as follows: First, the required thickness of the steel plate is confirmed by the device. The two U-shaped plates 1 are installed together at the misalignment of the upper and lower steel columns, and the connecting ear plates 101 are fixedly connected by bolts 4. The single-layer top plate 301 at the end of the threaded rod 2 at the upper row of through holes corresponds to the upper steel column, and the single-layer top plate 301 at the end of the threaded rod 2 at the lower row of through holes corresponds to the lower steel column. The top plate assembly is pressed against the side wall of the steel column in front and back and left and right correspondences and is fixed by nuts. The difference is calculated by recording the scale on the upper and lower threaded rods 2, so as to obtain the required thickness of the steel plate. Note: The side walls corresponding to the upper and lower top plates 302 are the side walls between the upper and lower steel columns without misalignment; Then, the butt weld is planed down to the substrate, and the paint in the welding area is removed; A steel plate with a cross-sectional width 50mm less than the original column is used on the inner side of the misaligned steel column. A plug hole with a diameter of 22 is pre-drilled in the middle of the steel plate, with a horizontal and vertical distance of 90mm. The steel plate is 400mm long and the plate width is equal to the cross-sectional width minus 50mm. Nine plug holes are used to ensure that the reinforcing steel plate fits tightly with the column. An 8mm welding gap is left in the area of ​​the butt weld with the column. The steel plate is welded using a three-sided surround welding method, and then the butt weld is performed. After welding is completed, the weld seam is cleaned and trimmed to ensure that the surface of the welded joint is flat and smooth; The dimensions and shape of the weld seam are inspected at the diagonal, and non-destructive testing of the weld seam is performed to ensure that the size and shape of the welded joint meet the design requirements.

[0029] When a completed steel column is misaligned and cannot be corrected, and the misalignment deviation exceeds the allowable value specified in the code, this reinforcement method can significantly improve the load-bearing capacity of the steel column. It eliminates the need to replace the steel column, saving materials and construction costs. It is applicable to various misalignment situations, including minor and severe misalignments.

[0030] Example 2 Based on Embodiment 1, a flat surface is provided on the top of the threaded rod 2, and a scale is provided on the flat surface.

[0031] The required thickness of the steel plate can be obtained from the scale.

[0032] The above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. 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. An auxiliary device for reinforcing misaligned steel columns, characterized in that, comprises two butted C-shaped plates (1) disposed at the staggered position of upper and lower steel columns, and threaded rods (2) disposed on the C-shaped plates (1). The threaded rods (2) are arranged to penetrate through the C-shaped plates (1), one end of each threaded rod (2) located in the inner area of the two C-shaped plates (1) is provided with a top plate assembly, and the top plate assembly is in contact with the side wall of the steel column; The top plate assembly comprises a single-layer top plate (301) corresponding to the side wall of a single steel column, and an upper-lower top plate (302) corresponding to the side walls of the upper and lower steel columns; The threaded rod (2) is provided with graduations, and the threaded rod (2) is fixed on the C-shaped plate (1) via a nut (5).

2. The auxiliary device for reinforcing misaligned steel columns according to claim 1, characterized in that, The C-shaped plate (1) comprises a main plate and side plates disposed at two ends of the main plate; One side of each of the two side plates is provided with a connecting lug plate (101); The connecting lug plates (101) of the two C-shaped plates (1) are fixedly connected with each other through bolts (4).

3. The auxiliary device for reinforcing misaligned steel columns according to claim 2, characterized in that, Two upper and lower rows of through holes are formed in each of the main plate and the side plates; The threaded rod (2) is in sliding fit with the through hole.

4. The auxiliary device for reinforcing misaligned steel columns according to claim 3, characterized in that, For the threaded rods (2) disposed on the two side plates of the C-shaped plate (1), one side is provided with the single-layer top plate (301), and the other side is provided with the upper-lower top plate (302); For the threaded rods (2) disposed on the two main plates of the C-shaped plate (1), one side is provided with the single-layer top plate (301), and the other side is provided with the upper-lower top plate (302).

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