Mortise and tenon type steel structure beam column connecting joint

By connecting nodes with mortise-and-tenon steel structure beams and columns, and using mortises and mortise sets to realize the combined plug-in installation of beams and columns, it solves the problems of large welding residual stress and cumbersome construction steps in the existing technology, and improves the installation efficiency and node reliability. Force performance.

CN222375643UActive Publication Date: 2025-01-21CHINA CONSTR EIGHTH BUREAU CONSTR TECH (SHANDONG) CO LTD
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Patent Information

Application Number
CN202420674823.1
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-04-03
Publication Date
2025-01-21
Estimated Expiration
2034-04-03

AI Technical Summary

Technical Problem

The beam-column connection nodes of existing steel structures are made of high-strength bolt connections, welding or bolt welding mixed connections, resulting in large residual welding stress, damage to the paint coating of steel structures, cumbersome construction steps, and slow construction speed.

Method used

The mortise-and-tenon steel structure beam-column connection nodes are used, and the combined insertion and installation of beams and columns is realized through tenon and mortise sleeves. The structure is simple and easy to install, reducing the number of bolts and the problem of steel plate openings.

Benefits of technology

It improves the efficiency of steel structure beam and column installation, simplifies the installation process, reduces welding residual stress and paint coating damage, and improves the mechanical performance of the joints.

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Abstract

The utility model relates to the technical field of steel structure beam column connection, and provides a mortise and tenon type steel structure beam column connection node which comprises a top plate, a tenon and a mortise sleeve, the cross section of the mortise sleeve is in a U shape, the mortise sleeve comprises a first connection plate, two first insertion plates and two connection frames, one end of each of the two connection frames is vertically provided with one first insertion plate, and the other end of each of the two connection frames is provided with one second insertion plate. The other ends of the two connecting frames are connected through a first connecting plate, a first cavity is formed in the two connecting frames, a second cavity in which the tenon is inserted is formed between the two connecting frames in the vertical direction, and a third cavity in which the top plate is inserted is formed in the tenon. Through inserting installation, the structure is simple, installation is convenient, and meanwhile the installation efficiency of the steel structure beam column is improved.
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Description

Technical Field

[0001] The utility model relates to the technical field of steel structure beam-column connection, in particular to a mortise and tenon type steel structure beam-column connection node. Background Art

[0002] At present, high-strength bolt connection, welding or bolt-welding hybrid connection is commonly used for prefabricated steel structure beam-column node connection. For fully welded connection where both flange and web are welded, and bolt-welding hybrid connection where upper and lower flanges are welded and web is connected with high-strength bolts, since it is necessary to install before welding during construction, it is easy to generate large welding residual stress, which affects the mechanical performance of the node. In addition, welding will damage the paint coating of the steel structure and need to be repainted.

[0003] Traditional steel structure main beam connection nodes use welding and bolt connection methods, which have problems such as too many bolt holes and bolts and complicated welding methods. This leads to cumbersome overall production and installation steps, and the construction speed is slow due to drilling holes and tightening bolts, which is not conducive to construction operations.

[0004] Therefore, in view of the above problems, a mortise and tenon type steel structure beam-column connection node is proposed to solve the above problems. Utility Model Content

[0005] The utility model aims at the deficiencies of the prior art and develops a mortise and tenon type steel structure beam-column connection node. The utility model is plug-in installed, has a simple structure and is easy to install, and at the same time improves the efficiency of steel structure beam-column installation.

[0006] The technical solution of the utility model to solve the technical problem is as follows: the utility model provides a mortise and tenon type steel structure beam-column connection node, including a top plate, a tenon and a mortise sleeve, the mortise sleeve has a "U"-shaped cross-section, including a connecting plate, two plug-in plates and two connecting frames, one end of the two connecting frames is vertically provided with a plug-in plate 1, the other ends of the two connecting frames are connected through a connecting plate 1, a cavity 1 is provided in the two connecting frames, and a cavity 2 for plugging in the tenon is formed between the two connecting frames along the vertical direction, and a cavity 3 for plugging in the top plate is provided in the tenon.

[0007] As an optimization, a top of the plug board is higher than a top of the connection frame.

[0008] As an optimization, the tenon is set at the end of the beam, the width of the mortise sleeve is the same as the width of the beam end, and when the tenon and the mortise sleeve are plugged in, the top of the plug-in plate is flush with the top of the beam.

[0009] As an optimization, the top plate includes a plug-in plate three, a connecting plate and a top plate body. Four connecting plates are arranged at the bottom of the top plate body, and a plug-in plate three is arranged above the end of the top plate body. The width of the plug-in plate three is the same as the spacing between the two plug-in plates one. When the top plate is plugged into the tenon, the top of the plug-in plate three is flush with the top of the plug-in plate one, and the connecting plates are respectively in contact with the inner walls of the cavity three of the tenon.

[0010] As an optimization, a connection hole one is opened on the connection frame, a connection hole two is opened on the tenon, and a connection hole three is opened on the connection plate. The positions of the connection hole one, the connection hole two and the connection hole three are adapted to each other.

[0011] As an optimization, the connection node also includes bolts and nuts for fixing connection hole one, connection hole two and connection hole three.

[0012] As an optimization, a rib is arranged between the plug board three and the top plate body.

[0013] The effects provided in the utility model content are only the effects of the embodiments, not all the effects of the utility model. The above technical solution has the following advantages or beneficial effects:

[0014] The combined plug-in installation of beams and columns is achieved by using tenons and mortise sets. The structure is simple and easy to install. The problems of excessive number of bolts and excessive holes in steel plates during traditional beam-column installation are reduced. The connection structure of steel structure beams and columns is innovated, and the efficiency of steel structure beam-column installation is improved. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] The accompanying drawings are used to provide a further understanding of the present invention and constitute a part of the specification. They are used together with the embodiments of the present invention to explain the present invention and do not constitute a limitation to the present invention.

[0016] Figure 1 It is an exploded view of the utility model;

[0017] Figure 2 It is a structural schematic diagram of the top plate of the utility model;

[0018] Figure 3 It is a structural schematic diagram of the tenon of the utility model;

[0019] Figure 4 This is a schematic diagram of the structure of the mortise sleeve of the utility model;

[0020] Figure 5 This is a usage state diagram of the utility model.

[0021] In the figure, 1, top plate; 11, plug plate three; 12, connecting plate; 121, connecting hole three; 13, top plate body; 14, rib plate; 2, tenon; 21, cavity three; 22, beam; 23, connecting hole two; 3, mortise sleeve; 31, connecting frame; 311, connecting hole one; 32, connecting plate one; 33, plug plate one; 34, cavity one; 35, cavity two; 4, bolt; 5, nut. DETAILED DESCRIPTION

[0022] In order to clearly illustrate the technical features of this solution, the utility model is described in detail below through specific implementation methods and in combination with the accompanying drawings. The disclosure below provides many different embodiments or examples for realizing different structures of the utility model. In order to simplify the disclosure of the utility model, the components and settings of specific examples are described below. In addition, the utility model can repeat reference numbers and / or letters in different examples. This repetition is for the purpose of simplification and clarity, and does not itself indicate the relationship between the various embodiments and / or settings discussed. It should be noted that the components illustrated in the accompanying drawings are not necessarily drawn to scale. The utility model omits the description of known components and processing technologies and processes to avoid unnecessary limitations on the utility model. The terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inside", "outside" and the like indicate the orientation or position relationship based on the orientation or position relationship shown in the accompanying drawings, which is only for the convenience of describing the utility model and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the utility model. In addition, the terms "first", "second", and "third" are used for descriptive purposes only and should not be understood as indicating or implying relative importance. In the description of the present utility model, it should be noted that, unless otherwise clearly specified and limited, the terms "installed", "connected", and "connected" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be indirectly connected through an intermediate medium, or it can be internal communication between two elements. For ordinary technicians in this field, the specific meanings of the above terms in the present utility model can be understood according to specific circumstances.

[0023] like Figures 1 to 5As shown, a mortise and tenon type steel structure beam-column connection node includes a top plate 1, a tenon 2 and a mortise sleeve 3. The mortise sleeve 3 has a "U"-shaped cross-section and includes a connecting plate 32, two plug-in plates 33 and two connecting frames 31. A plug-in plate 33 is vertically arranged at one end of each of the two connecting frames 31. The other ends of the two connecting frames 31 are connected via a connecting plate 32. A cavity 34 is arranged in the two connecting frames 31, and a cavity 35 for inserting the tenon 2 is formed between the two connecting frames 31 along the vertical direction. A cavity 21 for inserting the top plate 1 is arranged in the tenon 2.

[0024] In this example, the top of the plug board 33 is higher than the top of the connection frame 31.

[0025] In this example, the tenon 2 is arranged at the end of the beam 22, and the width of the mortise 3 is the same as the width of the end of the beam 22. When the tenon 2 and the mortise 3 are plugged in, the top of the plug-in plate 33 is flush with the top of the beam 22.

[0026] In this example, the top plate 1 includes a plug-in board 3 11, a connecting board 12 and a top plate body 13. Four connecting boards 12 are arranged at the bottom of the top plate body 13, and a plug-in board 3 11 is arranged above the end of the top plate body 13. The width of the plug-in board 3 11 is the same as the spacing between two plug-in boards 1 33. When the top plate 1 is plugged into the tenon 2, the top of the plug-in board 3 11 is flush with the top of the plug-in board 1 33, and the connecting boards 12 are respectively in contact with the inner walls of the cavity 3 21 of the tenon 2.

[0027] In this example, a connection hole 1 311 is formed on the connection frame 31, a connection hole 23 is formed on the tenon 2, and a connection hole 3 121 is formed on the connection plate 12. The positions of the connection hole 1 311, the connection hole 23 and the connection hole 3 121 are adapted to each other.

[0028] In this example, the connection node also includes bolts 4 and nuts 5 for fixing the connection hole 1 311 , the connection hole 23 , and the connection hole 3 121 .

[0029] In this example, a rib plate 14 is provided between the plug board 3 11 and the top plate body 13. The rib plate 14 enhances the stability of the structure.

[0030] Working process:

[0031] (1) Beam-column installation: The tenon 2 on one side of the beam 22 is positioned and plugged into the mortise sleeve 3 through the cavity 2 35. The tenon 2 and the mortise sleeve 3 are nested in an inverted trapezoidal structure. The "dovetail tenon" structure makes the connection stable, achieving a stable bite between the two components.

[0032] (2) Top plate installation: The plug-in board 3 11 of the top plate 1 is inserted between the two plug-in boards 1 33 for positioning, and the bottom connecting board 12 is inserted into the cavity 3 21 of the tenon 2.

[0033] (3) Bolt installation: The bolt 4 is inserted into the connection hole 1 311 of the mortise 3, the connection hole 23 of the tenon 2, and the connection hole 3 121 of the top plate 1 in sequence, and then tightened with the nut 5. After the final tightening is completed, the connection gap between the top plate 1 and the mortise 3 is welded to complete the installation.

[0034] The combined plug-in installation of the beam 22 is achieved by adopting the tenon 2 and the mortise 3. The "dovetail tenon" structure makes the connection stable, the structure is simple and the installation is convenient, which reduces the problems of excessive number of bolts and excessive holes in the steel plate during the installation of traditional beams and columns, innovates the connection structure of steel structure beams and columns, and improves the efficiency of steel structure beam and column installation.

[0035] Although the specific implementation methods of the utility model are described above in conjunction with the accompanying drawings, this does not limit the scope of protection of the utility model. On the basis of the technical solution of the utility model, various modifications or deformations that can be made by technical personnel in this field without creative work are still within the scope of protection of the utility model.

Claims

1. A mortise and tenon type steel structure beam-column connection node, characterized by: The invention comprises a top plate (1), a tenon (2) and a mortise sleeve (3). The mortise sleeve (3) has a U-shaped cross section and comprises a connecting plate (32), two plug-in plates (33) and two connecting frames (31). One end of each of the two connecting frames (31) is vertically provided with a plug-in plate (33). The other ends of the two connecting frames (31) are connected via the connecting plate (32). A cavity (34) is provided in the two connecting frames (31). A cavity (35) for plugging the tenon (2) is formed between the two connecting frames (31) along the vertical direction. A cavity (21) for plugging the top plate (1) is provided in the tenon (2).

2. The mortise and tenon type steel structure beam-column connection node according to claim 1 is characterized in that: The top of the plug board 1 (33) is higher than the top of the connection frame (31).

3. The mortise and tenon type steel structure beam-column connection node according to claim 2 is characterized in that: The tenon (2) is arranged at the end of the beam (22), the width of the mortise sleeve (3) is the same as the width of the end of the beam (22), and when the tenon (2) and the mortise sleeve (3) are plugged in, the top of the plug-in plate (33) is flush with the top of the beam (22).

4. The mortise and tenon type steel structure beam-column connection node according to claim 3 is characterized in that: The top plate (1) comprises a plug-in plate three (11), a connecting plate (12) and a top plate body (13). Four connecting plates (12) are arranged at the bottom of the top plate body (13). A plug-in plate three (11) is arranged above the end of the top plate body (13). The width of the plug-in plate three (11) is the same as the spacing between the two plug-in plates one (33). When the top plate (1) is plugged into the tenon (2), the top of the plug-in plate three (11) is flush with the top of the plug-in plate one (33), and the connecting plates (12) are respectively in contact with the inner walls of the cavity three (21) of the tenon (2).

5. The mortise and tenon type steel structure beam-column connection node according to claim 4 is characterized in that: The connection frame (31) is provided with a connection hole 1 (311), the tenon (2) is provided with a connection hole 2 (23), and the connection plate (12) is provided with a connection hole 3 (121), and the connection hole 1 (311), the connection hole 2 (23) and the connection hole 3 (121) are positioned in correspondence with each other.

6. The mortise and tenon type steel structure beam-column connection node according to claim 5 is characterized in that: The connection node also includes bolts (4) and nuts (5) for fixing the connection hole 1 (311), the connection hole 2 (23) and the connection hole 3 (121).

7. The mortise and tenon type steel structure beam-column connection node according to claim 4 is characterized in that: A rib plate (14) is provided between the plug-in board 3 (11) and the top plate body (13).