Stable connection reinforcing structure for steel structure construction

Abstract

The utility model belongs to the technical field of steel structure construction, particularly relates to a stable connection reinforcing structure for steel structure construction, and aims to solve the problem that floor slab construction can be affected due to the fact that an upper flange and a lower flange which are formed after two sections of steel beams are in butt joint are fixed by generally using a connecting plate and bolts, but the bolts on the flanges are bulged. Comprising two I-shaped steel beams, slope openings facilitating welding are formed in upper flanges and lower flanges of the connecting ends of the two I-shaped steel beams, and the same lining plate is attached to the inner walls of the two slope openings after butt joint. When in use, through the welded connection of the slope openings, the problem that bolts on the flanges protrude is avoided, so that the connection part is smoother, the construction of a floor slab is not influenced, the construction of the floor slab is smoother, and the construction efficiency is improved; and the web reinforcing assembly is additionally arranged, so that the stability of the steel structure is further enhanced, the whole structure is more uniform when being stressed, and the risks of deformation and damage are reduced.

Description

TECHNICAL FIELD

[0001] The utility model relates to steel structure construction technical field especially relates to a stable connection reinforcing structure for steel structure construction. BACKGROUND

[0002] In steel structure construction, the stable connection reinforcing structure is the key link of ensuring the stability and safety of the whole steel structure, and is the basis of ensuring that loads can be transmitted between various components and work cooperatively, and the strength, rigidity and stability of the connecting part directly affect the performance of the whole steel structure.

[0003] In the process of steel structure construction, steel beams are often erected between two supports, and when the length of the steel beam is not enough, two sections of the steel beam are connected and fixed, and the upper and lower flanges after butt joint of the two sections of the steel beam are usually fixed by using connecting plates and bolts, but the bolts on the flanges are relatively protruding, which will affect the construction of the floor.

[0004] In view of the above problems, the utility model file provides a stable connection reinforcing structure for steel structure construction. INVENTION CONTENTS

[0005] The utility model provides a stable connection reinforcing structure for steel structure construction, which solves the shortcomings in the prior art that the upper and lower flanges after butt joint of two sections of the steel beam are usually fixed by using connecting plates and bolts, but the bolts on the flanges are relatively protruding, which will affect the construction of the floor.

[0006] The utility model provides the following technical scheme:

[0007] A stable connection reinforcing structure for steel structure construction comprises:

[0008] Two I-shaped steel beams, the upper flanges and the lower flanges of the connecting ends of the two I-shaped steel beams are provided with inclined grooves for facilitating welding, a same lining plate is attached to the inner walls of the two inclined grooves after butt joint, and a same welding core is filled in the gap of the two inclined grooves after butt joint and is subjected to fusion penetration welding connection;

[0009] A web reinforcing assembly is arranged on the two I-shaped steel beams and is used for reinforcing the webs of the two I-shaped steel beams to improve the connection stability.

[0010] In a possible design, two lining plates are welded and a same filling plate is arranged between the two lining plates for filling the gap of the webs of the two I-shaped steel beams.

[0011] In a possible design, the web reinforcing assembly comprises reinforcing plates arranged on both sides of the webs of the two I-shaped steel beams, the two reinforcing plates are fixed by a plurality of reinforcing bolts and nuts that are screwed in place, and the webs of the I-shaped steel beams are provided with through holes for the reinforcing bolts to pass through.

[0012] In one possible design, the reinforcing bolt is fitted with a first washer and a second washer for cushioning and protection.

[0013] In one possible design, the first washer is located between the end of the reinforcing bolt and the adjacent outer wall of the reinforcing plate, and the second washer is located between the nut and the adjacent outer wall of the reinforcing plate.

[0014] In one possible design, the reinforcing bolt is a high-strength bolt with a performance grade of 10.9.

[0015] It should be understood that the above general description and the following detailed description are merely exemplary and do not limit the present invention.

[0016] The working principle and usage process of this technical solution are as follows:

[0017] During construction, bevels are machined on the upper and lower flanges of the two I-beams at the connection end. After the two beams are joined together, a V-shaped notch is formed. A lining plate is attached to the inner wall of the bevel, and a welding core is filled into the notch. The two I-beams are connected together by penetration welding. The design of the lining plate and the welding core ensures the uniformity and strength of the welding, while avoiding the problem of bolt protrusion on traditional connecting plates.

[0018] A filler plate is welded into the gap between the webs of two I-beams to ensure the continuity and strength of the web area. The filler plate design fills the gap in the web and further improves the overall integrity and stability of the structure. Reinforcing plates are installed on both sides of the web of the I-beams and fixed with multiple reinforcing bolts and nuts. First and second washers are fitted on the reinforcing bolts for buffering and protection to prevent the bolts from loosening or being damaged. The design of the reinforcing plates and reinforcing bolts enhances the connection stability of the web and improves the load-bearing capacity of the overall structure.

[0019] After construction is completed, use ultrasonic testing or radiographic testing to inspect the welds to ensure that the quality of the welds meets the design requirements. Check whether the preload of the reinforcing bolts meets the design requirements, ensure that the nuts are tightened in place without any looseness, and inspect the overall structure to ensure that the connection and reinforcement of the I-beams meet the design requirements and that there are no obvious deformations or defects.

[0020] This utility model has the following beneficial effects:

[0021] This utility model uses bevel welding to avoid the problem of bolt protrusion on the flange, making the connection area flatter and not affecting the construction of the floor slab, making the construction of the floor slab smoother and improving construction efficiency; the addition of the web plate reinforcement component further enhances the stability of the steel structure, making the entire structure more uniform under stress and reducing the risk of deformation and damage. Attached Figure Description

[0022] Figure 1 A three-dimensional structural diagram of a stable connection and reinforcement structure for steel structure construction provided in this embodiment of the utility model;

[0023] Figure 2 A schematic diagram of the web reinforcement component of a stable connection and reinforcement structure for steel structure construction after removal, provided as an embodiment of this utility model;

[0024] Figure 3 This is a partial disassembly diagram of a stable connection and reinforcement structure for steel structure construction provided in an embodiment of the present utility model;

[0025] Figure 4 This is a schematic diagram of a web reinforcement component for a stable connection and reinforcement structure for steel structure construction, provided as an embodiment of the present utility model.

[0026] Reference numerals: 1. I-beam; 2. Bevel; 3. Liner plate; 4. Weld core; 5. Filler plate; 6. Reinforcing plate; 7. Reinforcing bolt; 8. Nut; 9. Through hole; 10. First washer; 11. Second washer. Detailed Implementation

[0027] 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 skilled in the art without creative effort are within the protection scope of the present utility model.

[0028] In the description of this utility model, it should be understood that the terms "opening", "upper", "middle", "length", "inner", etc., which indicate orientation or positional relationship, are only for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the components or elements 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 of this utility model.

[0029] To keep the following description of the embodiments of this utility model clear and concise, detailed descriptions of known functions and known components are omitted.

[0030] Example 1

[0031] Please refer to Figures 1-4 A robust connection and reinforcement structure, comprising:

[0032] Two I-beams 1 are connected by bevels 2 on the upper and lower flanges of the connecting ends. These bevels 2 are designed to facilitate welding and form a V-shaped notch after butt welding, which allows the two steel beams to be connected more firmly through full penetration welding. The same backing plate 3 is attached to the inner wall of the two bevels 2 after butt welding, which further enhances the tightness of the contact. The notch of the two bevels 2 after butt welding is filled with the same welding core 4. The two I-beams 1 are connected together by full penetration welding. The design of the backing plate 3 and the welding core 4 ensures the uniformity and strength of the welding, while avoiding the problem of bolt protrusion on traditional connecting plates.

[0033] A filler plate 5 is welded into the gap between the webs of the two I-beams 1 to ensure the continuity and strength of the web area. The design of the filler plate 5 makes up for the web gap and further improves the overall integrity and stability of the structure.

[0034] A web reinforcement assembly is installed on two I-beams 1 to reinforce the webs of the two I-beams 1 to improve connection stability. The web reinforcement assembly includes reinforcement plates 6 on both sides of the webs of the two I-beams 1. The two reinforcement plates 6 are fixed by multiple through-bolts 7 and matching nuts 8. The webs of the I-beams 1 are provided with through holes 9 for the corresponding reinforcement bolts 7 to pass through. The reinforcement bolts 7 pass through the through holes 9 on the webs of the I-beams 1, firmly connecting the two reinforcement plates 6 together, thereby enhancing the load-bearing capacity of the webs. The reinforcement bolts 7 should be high-strength bolts, such as high-strength bolts of performance grade 10.9, to improve the stability and load-bearing capacity of the connection.

[0035] This application can be used for steel structure construction, as well as other fields applicable to this application.

[0036] Example 2

[0037] Improvements based on Example 1:

[0038] A stable connection and reinforcement structure for steel structure construction, which is used in the field of steel structure construction;

[0039] Please refer to Figure 1 and Figure 4 The reinforcing bolt 7 is fitted with a first washer 10 and a second washer 11 for buffering and protection. The first washer 10 is located between the end of the reinforcing bolt 7 and the outer wall of the nearby reinforcing plate 6, which can prevent the reinforcing bolt 7 from damaging the reinforcing plate 6 or causing unnecessary stress concentration during the tightening process. The second washer 11 is located between the nut 8 and the outer wall of the nearby reinforcing plate 6, which also plays the role of protecting the reinforcing plate 6 and dispersing stress.

[0040] The above are merely specific embodiments of this utility model, but the protection scope of this utility model is not limited thereto. Any variations or substitutions that can be easily conceived by those skilled in the art within the technical scope disclosed in this utility model should be included within the protection scope of this utility model. In the absence of conflict, the embodiments and features in the embodiments of this utility model can be combined with each other. Therefore, the protection scope of this utility model should be determined by the scope of the claims.

Claims

1. A stable connection reinforcing structure for steel structure construction, characterized by, The utility model relates to a kind of steel beam connection structure, including: Two I-beams (1), the upper flange and lower flange of the connecting end of two I-beams (1) are provided with bevel groove (2) for facilitating welding, the same lining plate (3) is pasted on the inner wall of two bevel grooves (2) after abutting, the same welding core (4) is filled in the gap of two bevel grooves (2) after abutting and is carried out fusion welding connection; Web reinforcement assembly, set on two I-beams (1), for reinforcing the web of two I-beams (1) to improve the stability of connection.

2. The stable connection reinforcing structure for steel structure construction according to claim 1, characterized by, Two lining plates (3) are welded with the same filler plate (5) for filling the gap of the web of two I-beams (1).

3. The stable connection reinforcing structure for steel structure construction according to claim 1, characterized by, The web reinforcement assembly includes reinforcement plates (6) arranged on both sides of the web of two I-beams (1), and the two reinforcement plates (6) are fixed by a plurality of reinforcement bolts (7) and nuts (8) screwed in place. The web of the I-beam (1) is provided with through holes (9) for the reinforcement bolts (7) to pass through.

4. The stable connection reinforcing structure for steel structure construction according to claim 3, characterized by The reinforcement bolts (7) are provided with first and second washers (10) and (11) for buffering and protection.

5. The stable connection reinforcing structure for steel structure construction according to claim 4, characterized by The first washer (10) is located between the end of the reinforcement bolt (7) and the outer wall of the adjacent reinforcement plate (6), and the second washer (11) is located between the nut (8) and the outer wall of the adjacent reinforcement plate (6).

6. The stable connection reinforcing structure for steel structure construction according to claim 3, characterized by The reinforcement bolts (7) are high-strength bolts with a performance grade of 10.9.

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