High-strength prefabricated steel structure beam column connecting joint

The high-strength prefabricated steel structure beam-column connection node addresses residual stress and disconnection issues by using a connection base with engaging and interlocking mechanisms, enhancing stability and construction efficiency.

CN222183671UActive Publication Date: 2024-12-17ALASHANKOU ZHUXIN STEEL STRUCTURE ENGINEERING CO LTD
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Patent Information

Application Number
CN202420787430.1
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-04-16
Publication Date
2024-12-17
Estimated Expiration
2034-04-16

AI Technical Summary

Technical Problem

Existing high-strength prefabricated steel structure beam-column connection nodes suffer from large residual stresses due to on-site welding, complicating construction procedures and affecting force-bearing performance, with a reliance on high-strength bolts that pose a risk of disconnection.

Method used

A high-strength prefabricated steel structure beam-column connection node featuring a connection base with threaded holes, connecting blocks, fixing bolts, embedding holes, limiting holes, reinforcing bolts, and a wear-resistant layer, allowing for stable connection through engaging and interlocking mechanisms.

Benefits of technology

Simplifies construction steps, enhances connection stability, and prevents disconnection risks, ensuring faster and higher-quality assembly.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the related technical field of steel structures, in particular to a high-strength prefabricated steel structure beam column connecting joint which comprises a connecting base and a connecting mechanism, and the connecting mechanism is arranged on one side of the surface of the connecting base. According to the high-strength prefabricated steel structure beam column connecting joint, through the arrangement of the connecting mechanism, the first connecting column can be embedded into one end of the connecting base so that the first embedding hole can be aligned with the threaded hole in position, and then one end of a fixing bolt penetrates through the threaded hole and then is embedded into the first embedding hole; one end of a second connecting column is embedded into the other end of the connecting base, so that a second embedding hole is aligned with a threaded hole in position, then one end of a fixing bolt penetrates through the threaded hole and then is embedded into the second embedding hole, and then an embedding block coated with a wear-resistant layer is embedded into an embedding groove; and a reinforcing bolt penetrates through the first limiting hole and the second limiting hole to fixedly connect the embedding block with the connecting block, so that the embedding block is fixed on the surface of the connecting base.
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Description

Technical Field

[0001] The utility model relates to the technical field related to steel structures, and in particular to a high-strength prefabricated steel structure beam-column connection node. Background Art

[0002] Steel structure is a structure made of steel materials and is one of the main types of building structures. The structure is mainly composed of steel beams, steel columns, steel trusses and other components made of steel sections and steel plates, and adopts rust removal and rust prevention processes such as silanization, pure manganese phosphating, water washing and drying, and galvanizing. The components or parts are usually connected by welds, bolts or rivets. Because of its light weight and simple construction, it is widely used in large factories, venues, super high-rise buildings, bridges and other fields. Steel structures are prone to rust. Generally, steel structures need to be rust-free, galvanized or painted, and regularly maintained. Steel structures need to use connection devices when connecting. Therefore, a high-strength prefabricated steel structure beam-column connection node is particularly needed.

[0003] However, the existing high-strength prefabricated steel structure beam-column connection nodes are prone to generate large residual stresses during on-site welding, which affects the force-bearing performance of the nodes. The construction procedures are complicated, and the construction speed and quality are often difficult to guarantee.

[0004] To solve the above problems, after searching, the patent with the announcement number CN215253432U discloses a beam-column connection node, which states that "it relates to the technical field of steel structure, including prefabricated units and on-site processing units, the on-site processing units include high-strength bolts, the prefabricated units include prefabricated upper columns, lower columns, column rings and steel beams, the upper columns and lower columns are embedded in the column rings, the steel beams and the column rings are connected by high-strength bolts, the column rings are closed steel rings with upper and lower openings and hollows, and the upper and lower inner diameters of the column rings and the upper and lower columns are the same. By setting the prefabricated units, the upper and lower columns and the column rings are pre-fixed, Subsequently, the steel beam and the column ring are fixed by high-strength bolts at the construction site. The column ring is a closed steel ring with upper and lower openings and a hollow center. The device has a simple structure. The prefabricated unit is manufactured in the project, and the steel beam and the column ring are connected by high-strength bolts on site. The installation is simple, the construction progress is accelerated, the construction period is saved, the residual stress caused by welding is avoided, the structure is stable, and the connection strength is large. Although the steel beam and the column ring can be connected by high-strength bolts, the connection process completely relies on high-strength bolts, and no improvement is made in the material itself to make the connection more stable during the connection, so there is a risk of high-strength bolts falling off.

[0005] In view of this, an in-depth study was conducted on the above-mentioned issues, which led to the present case. Utility Model Content

[0006] The purpose of the utility model is to provide a high-strength prefabricated steel structure beam-column connection node to solve the problems of the existing high-strength prefabricated steel structure beam-column connection nodes proposed in the above background technology, that on-site welding easily produces large residual stress, affects the force-bearing performance of the node, the construction procedure is complicated, and the construction speed and quality are often difficult to guarantee.

[0007] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a high-strength prefabricated steel structure beam-column connection node, comprising a connection base and a connection mechanism, one end of the connection base is embedded with a first connection column, the other end of the connection base is embedded with a second connection column, and one side of the surface of the connection base is provided with a connection mechanism;

[0008] The connecting mechanism includes a threaded hole, a connecting block, a fixing bolt, a first embedding hole, a second embedding hole, a first limiting hole, an embedding groove, a reinforcing bolt, an embedding block, a second limiting hole and a wear-resistant layer. A threaded hole is provided on one side of the surface of the connecting base, a connecting block is fixedly connected to one side of the surface of the connecting base, a fixing bolt is threadedly penetrated on one side of the surface of the connecting base, a first embedding hole is provided on one side of the surface of the first connecting column, a second embedding hole is provided on one side of the surface of the second connecting column, a first limiting hole is provided on one side of the surface of the connecting block, an embedding groove is provided at one end of the connecting block, a reinforcing bolt is penetrated inside the first limiting hole, a embedding block is embedded inside the embedding groove, a second limiting hole is provided on one side of the surface of the embedding block, and the surface of the embedding block is coated with a wear-resistant layer.

[0009] Preferably, the threaded holes are provided in four groups, the threaded holes are symmetrically distributed, and the fixing bolts are provided in four groups.

[0010] Preferably, two groups of the first embedding holes are provided, and two groups of the second embedding holes are provided. The sizes of the first embedding holes match those of the second embedding holes, and one end of the fixing bolt passes through the threaded hole and is respectively embedded in the first embedding hole and the second embedding hole.

[0011] Preferably, the connecting block is made of steel, the connecting block is an "I"-shaped structure, and the engaging groove is an "I"-shaped structure.

[0012] Preferably, the mosaic block is made of steel and has an I-shaped structure.

[0013] Preferably, the first limiting hole and the second limiting hole have the same size, and the first limiting hole and the second limiting hole are aligned in position.

[0014] Preferably, the wear-resistant layer is alumina wear-resistant ceramics, the wear-resistant layer is evenly coated on the surface of the connection base, and the wear-resistant layer is evenly coated on the surface of the connection block.

[0015] Compared with the prior art, the beneficial effect of the utility model is that the high-strength prefabricated steel structure beam-column connection node, during use, is connected to the connection block by means of an engaging block engaged in the engaging groove, and is then tightened and fixed by reinforcing bolts, thereby simplifying the operating steps and increasing the stability of the connection. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 This is a schematic diagram of the side view of the appearance structure of the utility model;

[0017] Figure 2 This is a schematic diagram of the exploded structure of the connection mechanism of the utility model;

[0018] Figure 3 This is a schematic diagram of the structure of the connection base and the first connection column cooperating with each other in the utility model;

[0019] Figure 4 It is a schematic diagram of the structure of the connection block and the interlocking block cooperating with each other in the utility model.

[0020] In the figure: 1, connecting base; 2, first connecting column; 3, second connecting column; 4, connecting mechanism; 401, threaded hole; 402, connecting block; 403, fixing bolt; 404, first fitting hole; 405, second fitting hole; 406, first limiting hole; 407, fitting groove; 408, reinforcing bolt; 409, fitting block; 410, second limiting hole; 411, wear-resistant layer. DETAILED DESCRIPTION

[0021] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0022] See also Figure 1-4 The utility model provides a technical solution: a high-strength prefabricated steel structure beam-column connection node, comprising a connection base 1 and a connection mechanism 4, a first connection column 2 is embedded in one end of the connection base 1, a second connection column 3 is embedded in the other end of the connection base 1, and a connection mechanism 4 is provided on one side of the surface of the connection base 1;

[0023] The connecting mechanism 4 includes a threaded hole 401, a connecting block 402, a fixing bolt 403, a first fitting hole 404, a second fitting hole 405, a first limiting hole 406, a fitting groove 407, a reinforcing bolt 408, a fitting block 409, a second limiting hole 410 and a wear-resistant layer 411. A threaded hole 401 is provided on one side of the surface of the connecting base 1, a connecting block 402 is fixedly connected to one side of the surface of the connecting base 1, a fixing bolt 403 is threadedly penetrated on one side of the surface of the connecting base 1, and a first fitting hole is provided on one side of the surface of the first connecting column 2. 404, a second fitting hole 405 is opened on one side of the surface of the second connecting column 3, a first limiting hole 406 is opened on one side of the surface of the connecting block 402, a fitting groove 407 is opened at one end of the connecting block 402, a reinforcing bolt 408 is passed through the inside of the first limiting hole 406, a fitting block 409 is fitted inside the fitting groove 407, a second limiting hole 410 is opened on one side of the surface of the fitting block 409, and a wear-resistant layer 411 is coated on the surface of the fitting block 409, through the threaded hole 401, the connecting block 402, the fixing bolt 403, the first The arrangement of the embedding hole 404, the second embedding hole 405, the first limiting hole 406, the embedding groove 407, the reinforcing bolt 408, the embedding block 409, the second limiting hole 410 and the wear-resistant layer 411, when in use, the first connecting column 2 can be embedded in one end of the connecting base 1 so that the first embedding hole 404 is aligned with the threaded hole 401, and then one end of the fixing bolt 403 passes through the threaded hole 401 and is embedded in the first embedding hole 404, and one end of the second connecting column 3 is embedded in the other end of the connecting base 1 so that the second embedding hole 401 is aligned with the threaded hole 401. 05 is aligned with the threaded hole 401, and then one end of the fixing bolt 403 is inserted through the threaded hole 401 and embedded in the second embedding hole 405, and then the embedding block 409 coated with the wear-resistant layer 411 is embedded in the embedding groove 407, and at the same time, the first limiting hole 406 is aligned with the second limiting hole 410, and then the reinforcing bolt 408 is inserted through the first limiting hole 406 and the second limiting hole 410 to fix the embedding block 409 with the connecting block 402, so that the embedding block 409 is fixed to the surface of the connecting base 1.

[0024] Furthermore, four groups of threaded holes 401 are provided, and the threaded holes 401 are symmetrically distributed. Four groups of fixing bolts 403 are provided. Through the arrangement of the threaded holes 401, when in use, the fixing bolts 403 can pass through the threaded holes 401 to connect to the base 1.

[0025] Furthermore, two groups of first embedding holes 404 are provided, and two groups of second embedding holes 405 are provided. The sizes of the first embedding holes 404 and the second embedding holes 405 are consistent. One end of the fixing bolt 403 passes through the threaded hole 401 and is respectively embedded in the first embedding hole 404 and the second embedding hole 405. Through the setting of the first embedding hole 404 and the second embedding hole 405, in use, when one end of the fixing bolt 403 is embedded in the first embedding hole 404, the fixing bolt 403 can fix the first connecting column 2 to the inside of the connecting base 1, and when one end of the fixing bolt 403 is embedded in the inside of the second embedding hole 405, the fixing bolt 403 can fix the second connecting column 3 to the inside of the connecting base 1.

[0026] Furthermore, the connecting block 402 is made of steel, the connecting block 402 is an "I"-shaped structure, and the engaging groove 407 is an "I"-shaped structure. Through the setting of the engaging groove 407, when in use, the engaging groove 407 can facilitate the engaging block 409 to engage with the interior of the connecting block 402, so that the connection between the engaging block 409 and the connecting block 402 is more stable.

[0027] Furthermore, the interlocking block 409 is made of steel and has an I-shaped structure. Through the arrangement of the interlocking block 409, when in use, since the interlocking block 409 has an I-shaped structure, when the interlocking block 409 is interlocked in the interlocking groove 407 which also has an I-shaped structure, the interlocking block 409 can be stably fixed.

[0028] Furthermore, the first limiting hole 406 and the second limiting hole 410 are consistent in size, and the first limiting hole 406 and the second limiting hole 410 are aligned in position. Through the setting of the first limiting hole 406 and the second limiting hole 410, when in use, the reinforcing bolt 408 passes through the first limiting hole 406 and the second limiting hole 410 to fix the mosaic block 409 and the connecting block 402, thereby fixing the mosaic block 409 on the surface of the connecting base 1.

[0029] Furthermore, the wear-resistant layer 411 is alumina wear-resistant ceramic, and the wear-resistant layer 411 is evenly coated on the surface of the connecting base 1, and the wear-resistant layer 411 is evenly coated on the surface of the connecting block 402. Through the setting of the wear-resistant layer 411, when in use, since the wear-resistant layer 411 is made of alumina wear-resistant ceramic, the wear-resistant layer 411 is evenly coated on the surface of the connecting base 1, the connecting block 402 and the mosaic block 409, which can increase its wear resistance.

[0030] Working principle: The first connecting column 2 is embedded in one end of the connecting base 1 so that the first embedding hole 404 is aligned with the threaded hole 401, and then one end of the fixing bolt 403 is inserted through the threaded hole 401 and embedded in the first embedding hole 404, and one end of the second connecting column 3 is embedded in the other end of the connecting base 1 so that the second embedding hole 405 is aligned with the threaded hole 401, and then one end of the fixing bolt 403 is inserted through the threaded hole 401 and embedded in the second embedding hole 405, and then the embedding block 409 coated with the wear-resistant layer 411 is embedded in the embedding groove 407, and at the same time, the first limiting hole 406 is aligned with the second limiting hole 410, and then the reinforcing bolt 408 is inserted through the first limiting hole 406 and the second limiting hole 410 to fix the embedding block 409 to the connecting block 402, so that the embedding block 409 is fixed to the surface of the connecting base 1.

[0031] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A high-strength prefabricated steel structure beam-column connection node, comprising a connection base (1) and a connection mechanism (4), Features: A first connecting column (2) is embedded in one end of the connecting base (1), a second connecting column (3) is embedded in the other end of the connecting base (1), and a connecting mechanism (4) is provided on one side of the surface of the connecting base (1); The connecting mechanism (4) comprises a threaded hole (401), a connecting block (402), a fixing bolt (403), a first fitting hole (404), a second fitting hole (405), a first limiting hole (406), a fitting groove (407), a reinforcing bolt (408), a fitting block (409), a second limiting hole (410) and a wear-resistant layer (411); a threaded hole (401) is provided on one side of the surface of the connecting base (1); a connecting block (402) is fixedly connected to one side of the surface of the connecting base (1); a fixing bolt (403) is threadedly penetrated through one side of the surface of the connecting base (1); and the first connecting column ( 2) is provided with a first engaging hole (404) on one side of the surface, the second connecting column (3) is provided with a second engaging hole (405) on one side of the surface, the connecting block (402) is provided with a first limiting hole (406) on one side of the surface, an engaging groove (407) is provided at one end of the connecting block (402), a reinforcing bolt (408) passes through the interior of the first limiting hole (406), an engaging block (409) is engaged in the interior of the engaging groove (407), a second limiting hole (410) is provided on one side of the surface of the engaging block (409), and the surface of the engaging block (409) is coated with a wear-resistant layer (411).

2. A high-strength prefabricated steel structure beam-column connection node according to claim 1, Features: The threaded holes (401) are provided in four groups, the threaded holes (401) are symmetrically distributed, and the fixing bolts (403) are provided in four groups.

3. A high-strength prefabricated steel structure beam-column connection node according to claim 1, Features: The first embedding holes (404) are provided with two groups, and the second embedding holes (405) are provided with two groups. The sizes of the first embedding holes (404) and the second embedding holes (405) are consistent. One end of the fixing bolt (403) passes through the threaded hole (401) and is respectively embedded in the first embedding hole (404) and the second embedding hole (405).

4. A high-strength prefabricated steel structure beam-column connection node according to claim 1, Features: The connecting block (402) is made of steel, the connecting block (402) is an "I"-shaped structure, and the engaging groove (407) is an "I"-shaped structure.

5. A high-strength prefabricated steel structure beam-column connection node according to claim 1, Features: The embedding block (409) is made of steel and has an I-shaped structure.

6. A high-strength prefabricated steel structure beam-column connection node according to claim 1, Features: The first limiting hole (406) and the second limiting hole (410) are of the same size, and the first limiting hole (406) and the second limiting hole (410) are aligned in position.

7. A high-strength prefabricated steel structure beam-column connection node according to claim 1, Features: The wear-resistant layer (411) is alumina wear-resistant ceramics, and the wear-resistant layer (411) is evenly coated on the surface of the connection base (1), and the wear-resistant layer (411) is evenly coated on the surface of the connection block (402).