Connecting joint of steel structure box column and box beam

Abstract

The utility model relates to the technical field of steel structure connection, and discloses a steel structure box column and box beam connection node which comprises a box column and a box beam, and the box beam is connected to the side face of the box column. Four sets of first mounting holes are formed in the side face of the box-shaped column, angle steel is attached to the upper portion and the lower portion of the side face of the box-shaped column, unilateral high-strength bolts are in threaded connection with the attached portions of the angle steel and the box-shaped column, the ends of the two sets of unilateral high-strength bolts are in threaded connection with the interiors of the first mounting holes, and first channel steel is attached to the other side face of the angle steel. A second steel channel is attached to the other side face of the other set of angle steel. According to the steel structure box column and box beam connecting joint, the box beam can be effectively connected to the box column, the connecting stability between the box column and the box beam is enhanced through double reinforcing connection of bolts and welding, the bearing capacity of the box column to the box beam is enhanced through the arrangement of the angle steel, and the stress of the connecting joint is improved.

Description

Technical Field

[0001] This utility model relates to the field of steel structure connection technology, specifically a connection node between a steel structure box column and a box beam. Background Technology

[0002] Steel structures are structures made of steel materials and are 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 profiles and steel plates, and uses rust removal and rust prevention processes such as silanization, pure manganese phosphating, water washing and drying, and galvanizing.

[0003] The existing method of connecting box columns and box beams directly with bolts or bolt-fitted joints has a small stress-bearing area at the connection point. When the load-bearing capacity is too large, the connection will become unstable, affecting the overall stability.

[0004] Therefore, it is necessary to propose a connection node between a steel structure box column and a box beam. Utility Model Content

[0005] To address the shortcomings of existing technologies, this utility model provides a connection node between a steel structure box column and a box beam, which has the advantage of effectively improving the stress on the connection node to ensure overall stability, thus solving the problems mentioned in the background technology.

[0006] This utility model provides the following technical solution: a connection node between a steel structure box column and a box beam, comprising a box column and a box beam:

[0007] The box girder is connected to the side of the box column;

[0008] The box column has four sets of mounting holes on its side. Angle steel is attached to the upper and lower parts of the side of the box column. The angle steel is threaded to the box column with a single-sided high-strength bolt. The ends of two sets of single-sided high-strength bolts are threaded to the inside of the mounting holes. A channel steel is attached to the other side of the angle steel, and a channel steel is attached to the other side of the angle steel. The channel steel is provided with mounting holes. The two sets of single-sided high-strength bolts are threaded to the inside of the mounting holes. A box beam is attached to the inside of the opposite sides of the channel steel.

[0009] Preferably, one side of the angle steel is welded to the side of the box column, and the other side of the angle steel is welded to the surfaces of channel steel one and channel steel two.

[0010] Preferably, the single-sided high-strength bolts connecting the channel steel one and the channel steel two to the angle steel are simultaneously connected to the internal threads of the box beam.

[0011] Preferably, the inner width values ​​of the first channel steel and the second channel steel are slightly larger than the width value of the box girder.

[0012] Preferably, the specifications of each group of angle steel are the same, and the diameters of the first mounting hole and the second mounting hole are the same.

[0013] Compared with the prior art, the present invention has the following beneficial effects:

[0014] In this type of steel structure box column and box beam connection node, four sets of angle steel are installed on the side of the box column using single-sided high-strength bolts and mounting holes. The four sets of angle steel are then welded to the box column. At this time, channel steel one and channel steel two are placed on the sides of the adjacent two sets of angle steel and installed on the angle steel by welding. The box beam to be connected is inserted into the square formed by the combination of channel steel one and channel steel two. The box beam is then limited and installed using single-sided high-strength bolts and mounting holes, thus completing the installation of one set of box beams and box columns. One or more sets of box beams can be installed in the same way. This structure can effectively connect the box beams to the box columns. The double reinforcement of bolts and welding strengthens the connection stability between the box columns and box beams. The angle steel enhances the load-bearing capacity of the box columns on the box beams and improves the stress of the connection node. Attached Figure Description

[0015] To more clearly illustrate the technical solutions of the embodiments of this utility model, the accompanying drawings used in the description of the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0016] Figure 1 This is a schematic diagram of the overall structure of the device of this utility model;

[0017] Figure 2 This is a schematic diagram of the support column connection structure of this utility model.

[0018] The attached diagram lists the components represented by each number as follows:

[0019] 1. Box-shaped column; 110. Mounting hole one;

[0020] 2. Box girder; 210. Mounting hole two;

[0021] 3. Channel steel one; 310, channel steel two; 320, angle steel; 321, single-sided high-strength bolt. Detailed Implementation

[0022] 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.

[0023] Steel structures are structures made of steel materials and are one of the main types of building structures. They are primarily composed of steel beams, columns, trusses, and other components made of shaped steel and steel plates, and undergo rust removal and prevention processes such as silanization, pure manganese phosphating, water washing and drying, and galvanizing. The components are typically connected by welds, bolts, or rivets. Due to their light weight and simple construction, steel structures are widely used in large factories, stadiums, high-rise buildings, bridges, and other fields. Steel structures are prone to corrosion and generally require rust removal, galvanizing, or painting, as well as regular maintenance.

[0024] In the main structure of the steel structure, box columns and box beams are used to form the overall frame, and most of the force of the overall frame is borne by the box columns and box beams.

[0025] The existing method of connecting box columns and box beams directly with bolts or bolt-fitted joints has a small stress-bearing area at the connection point. When the load-bearing capacity is too large, the connection will become unstable, affecting the overall stability.

[0026] Please see Figure 1 and Figure 2 A connection node between a steel structure box column and a box beam, comprising a box column 1 and a box beam 2:

[0027] Box beam 2 is connected to the side of box column 1;

[0028] Four sets of mounting holes 110 are provided on the side of the box column 1. Angle steel 320 is attached to the upper and lower parts of the side of the box column 1. The part of the angle steel 320 that is attached to the box column 1 is threaded with a single-sided high-strength bolt 321. The ends of the two sets of single-sided high-strength bolts 321 are threaded to the inside of the mounting holes 110. A channel steel 3 is attached to the other side of the angle steel 320, and a channel steel 310 is attached to the other side of the other set of angle steel 320. The channel steel 3 and the channel steel 310 are... The installation hole 210 is provided, and two sets of single-sided high-strength bolts 321 are connected to the internal threads of the installation hole 210. The box beam 2 is attached to the inside of the opposite sides of the channel steel 3 and the channel steel 2 310. The side of the angle steel 320 is welded to the side of the box column 1, and the other side of the angle steel 320 is welded to the surface of the channel steel 3 and the channel steel 2 310. The single-sided high-strength bolts 321 connecting the channel steel 3 and the channel steel 2 310 to the angle steel 320 are simultaneously connected to the internal threads of the box beam 2.

[0029] During connection, four sets of angle steel 320 are installed on the side of the box column 1 using the cooperation of single-sided high-strength bolts 321 and mounting holes 110. The four sets of angle steel 320 and the box column 1 are welded together. At this time, channel steel 3 and channel steel 2 310 are placed on the side of the two adjacent sets of angle steel 320 and installed on the angle steel 320 by welding. The box beam 2 to be connected is inserted into the square formed by the combination of channel steel 3 and channel steel 2 310. The box beam 2 is then limited and installed by the cooperation of single-sided high-strength bolts 321 and mounting holes 210, thus completing the installation of one set of box beam 2 and box column 1. One or more sets of box beam 2 can be installed in the above manner.

[0030] As a preferred technical solution of this utility model, the inner dimensions of channel steel 3 and channel steel 310 are consistent with the outer surface dimensions of the end of box beam 2.

[0031] As a preferred technical solution of this utility model, each group of angle steel 320 has the same specifications, and the diameter of mounting hole 110 and mounting hole 210 are the same.

[0032] In the description of this utility model, it should be understood that the terms "coaxial", "bottom", "one end", "top", "middle", "other end", "upper", "side", "top", "inner", "front", "center", "both ends", etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings. They 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. Therefore, they should not be construed as limitations on this utility model.

[0033] In this utility model, unless otherwise explicitly specified and limited, the terms "installation", "setting", "connection", "fixing", "screw connection", etc., should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral part; 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; they can refer to the internal connection of two components or the interaction between two components. Unless otherwise explicitly limited, those skilled in the art can understand the specific meaning of the above terms in this utility model according to the specific circumstances.

[0034] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A connection node between a steel structure box column and a box beam, comprising a box column (1) and a box beam (2), characterized in that: The box beam (2) is connected to the side of the box column (1); The box column (1) has four sets of mounting holes (110) on its side. Angle steel (320) is attached to the upper and lower parts of the side of the box column (1). The angle steel (320) and the box column (1) are threadedly connected with single-sided high-strength bolts (321). The ends of the two sets of single-sided high-strength bolts (321) are threadedly connected to the inside of the mounting holes (110). The other side of the angle steel (320) is attached with channel steel (3). The other side of the angle steel (320) is attached with channel steel (310). The channel steel (3) and channel steel (310) have mounting holes (210). The two sets of single-sided high-strength bolts (321) are threadedly connected to the inside of the mounting holes (210). The box beam (2) is attached to the inside of the opposite sides of the channel steel (3) and channel steel (310).

2. The connection node between a steel structure box column and a box beam according to claim 1, characterized in that: The side of the angle steel (320) is welded to the side of the box column (1), and the other side of the angle steel (320) is welded to the surface of channel steel one (3) and channel steel two (310).

3. The connection node between a steel structure box column and a box beam according to claim 1, characterized in that: The single-sided high-strength bolts (321) connecting the channel steel one (3) and channel steel two (310) to the angle steel (320) are synchronously connected to the internal threads of the box beam (2).

4. The connection node between a steel structure box column and a box beam according to claim 1, characterized in that: The inner width values ​​of the first channel steel (3) and the second channel steel (310) are slightly larger than the width value of the box girder (2).

5. The connection node between a steel structure box column and a box beam according to claim 1, characterized in that: The specifications of each set of angle steel (320) are the same, and the diameters of the first mounting hole (110) and the second mounting hole (210) are the same.

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