Stress distribution adjustable steel structure beam-column joint reinforcing device

Abstract

The utility model discloses a steel structure reinforcing device field's adjustable stress distribution's steel structure beam column joint reinforcing device, including reinforcing component, pouring horizontal plate and connecting long bolt, two rows of multiple rows's connecting through hole are symmetrically arranged on the both steel sheets of reinforcing component, and the both steel sheets of reinforcing component are connected with stand and crossbeam through bolt and nut respectively, and the corner position of reinforcing component is welded with the reinforcing bar of triangle, and the outside position of every connecting through hole all is provided with connecting thread hole, and the pouring horizontal plate is slidably connected between two reinforcing components, and a plurality of mounting sliding slots are arranged on the pouring horizontal plate, two pouring limiting plates are slidably connected in the mounting sliding slot, and the connecting long bolt is arranged in the connecting thread hole between two pouring limiting plates on the reinforcing component below, and the utility model discloses to the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of the position of

Description

Technical Field

[0001] This utility model relates to the field of steel structure reinforcement devices, specifically a steel structure beam-column joint reinforcement device with adjustable stress distribution. Background Technology

[0002] Steel structures are structures made of steel materials and are one of the main types of building structures. They are mainly composed of components such as beams, steel columns, and steel trusses made of steel sections and plates. Beam-column joints are the most important joints in steel structures, as they directly affect the construction speed and the degree of prefabrication. Steel structure connections commonly use welded connections, bolted connections, or other methods.

[0003] For the reinforcement of welded steel structure joints, the most common method is to increase the cross-section of the steel structure through welding. However, this method involves a large amount of welding work, and the residual stress is difficult to estimate. Another method is to reinforce the joints by encasing them in concrete. This method can also improve the corrosion and fire resistance of the steel structure. However, directly encasing the joints in concrete requires the construction of a cast-in-place frame, which is inconvenient to install and disassemble, and makes it difficult to target areas prone to stress deformation, leading to resource waste. Therefore, those skilled in the art have provided a steel structure beam-column joint reinforcement device with adjustable stress distribution to solve the problems mentioned in the background art. Utility Model Content

[0004] The purpose of this invention is to provide a steel structure beam-column joint reinforcement device with adjustable stress distribution to solve the problems mentioned in the background art.

[0005] To achieve the above objectives, this utility model provides the following technical solution: An adjustable stress distribution steel structure beam-column joint reinforcement device includes reinforcement components, cast-in-place horizontal plates, and connecting bolts. The reinforcement components are used in pairs, each a two-piece L-shaped angle iron structure composed of two steel plates. The two steel plates have symmetrically arranged multi-row connecting through holes in two columns. A column and a horizontal beam are connected to the two steel plates respectively via bolts and nuts. The column and horizontal beam are welded together. Triangular reinforcing ribs are welded to the corners of the reinforcement components. The width of the two steel plates constituting the reinforcement component is greater than that of the column. The flange width of the crossbeam, and each of the connecting through holes is provided with a connecting threaded hole on the outer side. The connecting threaded hole on the installed reinforcing member is located on the outer side of the crossbeam. A casting plate is slidably connected between the two reinforcing members. The casting plate is provided with multiple installation grooves. Two casting limit plates are slidably connected in the installation grooves. The casting limit plates are set according to the positions where stress deformation is likely to occur. A connecting long bolt is provided in the connecting threaded hole between the two casting limit plates on the lower reinforcing member.

[0006] As a further embodiment of this utility model: a connecting pipe is provided on the crossbeam between the bolt tails of the two casting limiting plates for connecting the upper and lower reinforcing components, and the top and bottom of the connecting pipe are fitted with nuts for fixing.

[0007] As a further embodiment of this utility model: the top of the casting limiting plate is provided with an installation slider, the installation slider is slidably connected to the installation groove, the casting limiting plate is slidably connected to the upper and lower reinforcing components, and the top of the casting limiting plate is provided with a sealing protrusion, the sealing protrusion being completely fitted to the inner side of the flange and the web of the crossbeam.

[0008] As a further improvement of this utility model: the installation groove located between the two casting limiting plates is provided with sealing blocks, and the sealing blocks are slidably connected to the installation groove.

[0009] As a further improvement of this utility model: a handle is welded to the center of the back of the pouring horizontal plate; when using the pouring horizontal plate and the pouring limiting plate for concrete pouring reinforcement, a thin film is applied to the inner side of the pouring horizontal plate and the inner side of the pouring limiting plate.

[0010] Compared with the prior art, the beneficial effects of this utility model are: 1. In this utility model, by setting a casting horizontal plate between two reinforcing components, the position of the casting limiting plate can be flexibly selected for the position on the beam at the node that needs to resist stress reinforcement, thus preventing resource waste. It is easy to disassemble and can be reused. The connecting long bolt can strengthen the structural strength of the concrete. The connecting threaded hole above the connecting long bolt serves as a casting hole and a vent hole, which is convenient to use.

[0011] 2. In this utility model, by installing a connecting pipe on the bolt for which concrete is to be poured, the connecting pipe can strengthen the concrete structure during the concrete pouring process. In addition, the connecting pipe protects the bolt tail located inside the concrete, preventing the concrete from completely fixing the bolt, and making it easy to disassemble during the dismantling operation. Attached Figure Description

[0012] Figure 1 This is a schematic diagram of the structure of this utility model; Figure 2 This is a side view of the structure of this utility model; Figure 3 This is a schematic diagram of the internal structure of this utility model; Figure 4 This is a structural schematic diagram of the reinforcing component in this utility model; Figure 5 This is a schematic diagram of the structure of the cast horizontal plate in this utility model; Figure 6 This is a top view schematic diagram of the casting horizontal plate structure in this utility model; Figure 7 This is a schematic diagram of the casting limiting plate in this utility model.

[0013] In the diagram: 1. Column; 2. Horizontal beam; 3. Reinforcing component; 4. Reinforcing rib; 5. Cast horizontal plate; 6. Cast limiting plate; 7. Connecting pipe; 8. Connecting bolt; 9. Connecting through hole; 10. Connecting threaded hole; 11. Installation groove; 12. Sealing block; 13. Handle; 14. Installation slider; 15. Sealing protrusion. Detailed Implementation

[0014] 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.

[0015] Please see Figures 1-7In this embodiment of the utility model, the steel structure beam-column joint reinforcement device with adjustable stress distribution includes a reinforcement component 3, a cast-in-place horizontal plate 5, and connecting bolts 8. The reinforcement component 3 is used in pairs and is an L-shaped angle iron structure composed of two steel plates. Two rows of connecting through holes 9 are symmetrically arranged on the two steel plates of the reinforcement component 3. A column 1 and a horizontal beam 2 are connected to the two steel plates of the reinforcement component 3 respectively by bolts and nuts. The column 1 and the horizontal beam 2 are welded together. Triangular reinforcing ribs 4 are welded to the corners of the reinforcement component 3. The width of the two steel plates constituting the reinforcement component 3 is greater than the flange width of the column 1 and the horizontal beam 2. A connecting threaded hole 10 is provided on the outer side of each connecting through hole 9. After installation... The threaded holes 10 on the reinforcing member 3 are located on the outer side of the crossbeam 2. A casting cross plate 5 is slidably connected between the two reinforcing members 3. The casting cross plate 5 is provided with multiple installation grooves 11. Two casting limiting plates 6 are slidably connected in the installation grooves 11. The casting limiting plates 6 are set according to the positions where stress deformation is likely to occur. A connecting long bolt 8 is provided in the threaded holes 10 between the two casting limiting plates 6 on the reinforcing member 3 below. The connecting long bolt 8 can increase the strength of the concrete and strengthen the position against stress as needed. The installation grooves 11 can be used to flexibly change the installation position of the casting limiting plates 6, and concrete pouring can be carried out in a targeted manner to improve the structural strength of the crossbeam 2. It is convenient to use and saves resources.

[0016] Among them, a connecting pipe 7 is provided on the crossbeam 2 between the two casting limit plates 6 and between the bolt tails of the upper and lower reinforcing components 3. The top and bottom of the connecting pipe 7 are fitted with the fixing nut. The connecting pipe 7 acts as a steel bar in the concrete to improve the concrete strength and also protects the bolt from being completely fixed by the concrete, making it easy to disassemble. The top of the casting limiting plate 6 is provided with an installation slider 14, which is slidably connected to the installation groove 11. The casting limiting plate 6 is slidably connected to the upper and lower reinforcing components 3. The top of the casting limiting plate 6 is provided with a sealing protrusion 15, which is completely fitted with the inner side of the flange and the web of the crossbeam 2 to improve the sealing performance of the casting limiting plate 6 and prevent concrete leakage. Among them, the installation groove 11 located between the two pouring limit plates 6 is equipped with sealing blocks 12. The sealing blocks 12 are slidably connected to the installation groove 11 to protect the installation groove 11 from concrete entering during the pouring process and to facilitate cleaning. The back center of the casting horizontal plate 5 is welded with a handle 13. When using the casting horizontal plate 5 and the casting limiting plate 6 for concrete pouring reinforcement, a film is placed on the inner side of the casting horizontal plate 5 and the inner side of the casting limiting plate 6 to facilitate demolding of the casting horizontal plate 5 and make it convenient to use.

[0017] The working principle of this utility model is as follows: the column 1 and the crossbeam 2 are connected by welding. Two reinforcing components 3 are installed at the corner position of the crossbeam 2 and the column 1 using bolts and nuts. When installing the reinforcing components 3, a connecting pipe 7 is installed at the tail of the bolt at a position on the crossbeam 2 where stress deformation is likely to occur. A connecting long bolt 8 is installed in the connecting threaded hole 10 on the reinforcing component 3 located on the lower side of the connecting pipe 7. The position of the pouring limiting plate 6 on the pouring crossbeam 5 is adjusted according to the size and position of the concrete to be poured. A sealing protrusion 15 is installed in the installation groove 11 between the two pouring limiting plates 6. The inner side of the crossbeam 5 is poured on the inner side of the pouring limiting plate 6. A thin film is pasted on to facilitate demolding. The casting limiting plate 6 is slidably connected to the upper and lower reinforcing components 3, so that the top of the sealing protrusion 15 on the top of the casting limiting plate 6 is in contact with the web plate on the crossbeam 2. At this time, the casting cross plate 5 is inserted between the two reinforcing components 3 to improve the fixing strength. Concrete is poured through the connecting threaded hole 10 on the top of the connecting bolt 8. The concrete is poured in a targeted manner at the location where stress deformation occurs. While ensuring the reinforcement capacity, it can save resources and is easy to use. After the concrete has completely solidified, the handle 13 on the casting cross plate 5 is pulled to demold the casting cross plate 5 and the casting limiting plate 6. It can be reused.

[0018] The above description is only a preferred embodiment of the present utility model, but the protection scope of the present utility model is not limited thereto. Any equivalent substitutions or changes made by those skilled in the art within the technical scope disclosed in the present utility model, based on the technical solution and the inventive concept of the present utility model, should be included within the protection scope of the present utility model.

Claims

1. A steel structure beam-column joint reinforcement device with adjustable stress distribution, comprising a reinforcement component (3), a cast-in-place horizontal plate (5), and connecting long bolts (8), characterized in that: The reinforcing member (3) is used in pairs. The reinforcing member (3) is an L-shaped angle iron structure composed of two steel plates. Two rows of connecting through holes (9) are symmetrically arranged on the two steel plates of the reinforcing member (3). The two steel plates of the reinforcing member (3) are connected to the column (1) and the beam (2) respectively by bolts and nuts. The column (1) and the beam (2) are welded together. Triangular reinforcing ribs (4) are welded at the corners of the reinforcing member (3). The width of the two steel plates constituting the reinforcing member (3) is greater than the flange width of the column (1) and the beam (2). The outer side of each connecting through hole (9) All positions are provided with connecting threaded holes (10). The connecting threaded holes (10) on the installed reinforcing member (3) are located on the outer side of the crossbeam (2). A casting cross plate (5) is slidably connected between the two reinforcing members (3). Multiple installation grooves (11) are provided on the casting cross plate (5). Two casting limiting plates (6) are slidably connected in the installation grooves (11). The casting limiting plates (6) are set according to the positions where stress deformation is likely to occur. A connecting long bolt (8) is provided in the connecting threaded hole (10) between the two casting limiting plates (6) on the lower reinforcing member (3).

2. The steel structure beam-column joint reinforcement device with adjustable stress distribution according to claim 1, characterized in that: A connecting pipe (7) is provided on the crossbeam (2) between the bolt tails of the two casting limit plates (6) for connecting the upper and lower reinforcing members (3). The top and bottom of the connecting pipe (7) are fitted with nuts for fixing.

3. The steel structure beam-column joint reinforcement device with adjustable stress distribution according to claim 1, characterized in that: The top of the casting limiting plate (6) is provided with an installation slider (14), which is slidably connected to the installation groove (11). The casting limiting plate (6) is slidably connected to the upper and lower reinforcing members (3). The top of the casting limiting plate (6) is provided with a sealing protrusion (15), which is completely fitted to the inner side of the flange and the web of the crossbeam (2).

4. The steel structure beam-column joint reinforcement device with adjustable stress distribution according to claim 1, characterized in that: The installation groove (11) located between the two casting limit plates (6) is provided with sealing blocks (12), and the sealing blocks (12) are slidably connected to the installation groove (11).

5. The steel structure beam-column joint reinforcement device with adjustable stress distribution according to claim 1, characterized in that: A handle (13) is welded to the center of the back of the pouring horizontal plate (5). When the pouring horizontal plate (5) and the pouring limiting plate (6) are used for concrete pouring reinforcement, a film is applied to the inner side of the pouring horizontal plate (5) and the inner side of the pouring limiting plate (6).

Images