Large-span steel structure factory building beam column structure

By adopting a combination of U-shaped clamping plates, inclined support rods and other combination structures in steel structure factories, the problem of stress concentration caused by traditional bolt connections is solved, and the uniform distribution of loads and the uniformity of the structure is achieved.

CN222759101UActive Publication Date: 2025-04-15ZHEJIANG XUXIANG NEW MATERIAL CO LTD
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Patent Information

Application Number
CN202421589023.6
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-07-05
Publication Date
2025-04-15
Estimated Expiration
2034-07-05

AI Technical Summary

Technical Problem

The traditional bolt connection between cross beams and columns leads to stress concentration, which easily leads to the formation of fatigue cracks.

Method used

The combined structure of a U-shaped card plate, an inclined support rod, a first U-shaped card holder and a second U-shaped card holder are adopted to quickly connect the column and the beam through a mortise and tenon connection, and the force at the connection is dispersed through the inclined support rod.

Benefits of technology

The uniform distribution of loads is achieved, stress concentration is reduced, the risk of fatigue cracks is reduced, and the stress uniformity of the overall structure is improved.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the technical field of steel structures, in particular to a large-span steel structure factory building beam column structure. According to the technical scheme, the device comprises a stand column and cross beams horizontally installed on the two sides of the stand column, and further comprises a U-shaped clamping plate movably inserted into the stand column and the cross beams so that the stand column and the cross beams can be rapidly connected; the inclined supporting rods are movably installed at the connecting positions of the stand columns and the cross beams to disperse force at the connecting positions of the stand columns and the cross beams, and first U-shaped clamping frames are installed at the close ends of each pair of horizontally-opposite inclined supporting rods. The U-shaped clamping plate, the inclined supporting rod, the first U-shaped clamping frame, the second U-shaped clamping frame and other structures are matched, so that the stand columns are mostly connected with the cross beams on the two sides of the stand columns in a mortise and tenon joint mode, and load is transmitted through large-area contact of joint faces in the mortise and tenon joint mode. The load distribution is relatively uniform and is not concentrated at a specific point like bolt connection. Therefore, the stress of the whole structure is more uniform, and the risk caused by stress concentration is reduced.
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Description

Technical Field

[0001] The utility model relates to the technical field of steel structures, in particular to a large-span steel structure factory building beam-column structure. Background Art

[0002] Steel structure workshop is a type of workshop structure that uses steel as the main building material and is widely used in industries, commerce, warehousing and other fields. Steel structure workshop has the advantages of light weight, high strength, fast construction speed and good earthquake resistance, so it is becoming more and more popular in modern buildings. Its structure consists of columns and beams. The traditional connection between beams and columns is usually bolted, and bolted connection will cause stress concentration at the connection part due to the preload applied by the bolts, especially at the edges and corners of the bolt holes. This stress concentration makes the stress level in these areas higher, which is easy to exceed the fatigue limit of the material, thereby causing the formation of fatigue cracks. Utility Model Content

[0003] The purpose of the utility model is to solve the problem that the traditional connection between beams and columns is usually bolted, and the pre-tightening force applied by the bolts will lead to stress concentration at the connection parts, especially at the edges and corners of the bolt holes. This stress concentration makes the stress level in these areas higher, which is easy to exceed the fatigue limit of the material, thereby causing the formation of fatigue cracks. A large-span steel structure factory building beam-column structure is proposed.

[0004] The technical solution of the utility model is as follows: a large-span steel structure factory building beam-column structure, comprising columns and beams horizontally installed on both sides of the columns, and also comprising: a U-shaped clamping plate, which is movably inserted into the columns and the beams so that the columns and the beams can be quickly connected; an inclined support rod, which is movably installed at the connection between the columns and the beams to disperse the force at the connection between the columns and the beams, and each pair of horizontally adjacent ends of the inclined support rods is installed with a first U-shaped clamping frame, and each pair of vertically adjacent ends of the inclined support rods is installed with a second U-shaped clamping frame.

[0005] Optionally, one end of the beam close to the column is fixedly connected with a pair of U-shaped sockets, the top of the U-shaped sockets is provided with installation slots for U-shaped card boards to be inserted into, and the side surfaces of the columns close to the beam are provided with multiple rectangular sockets for the U-shaped sockets to be inserted into.

[0006] Optionally, the columns and beams are provided with elliptical sockets for installing inclined support rods, both ends of the inclined support rods are fixedly connected with circular support plates that resist the columns and beams, the circular support plates are fixedly connected with insertion rods, and the ends of the insertion rods away from the circular support plates are fixedly connected with circular blocking blocks that pass through the elliptical sockets.

[0007] Optionally, both ends of the first U-shaped bracket and the second U-shaped bracket are provided with U-shaped slots for clamping the insertion rod, the inner wall of the column and the circular block are jointly clamped at the end of the first U-shaped bracket, and the inner wall of the beam and the circular block are jointly clamped at the end of the second U-shaped bracket.

[0008] Optionally, a mounting screw is provided on the crossbeam in the middle of the second U-shaped bracket, and both ends of the mounting screw are spirally connected with nuts that resist the second U-shaped bracket.

[0009] Optionally, the U-shaped clamping plate firmly clamps the U-shaped insertion hole at the end of the beam by gravity, and the first U-shaped clamping frame firmly clamps the connected ends of the horizontal relatively inclined support rods by gravity.

[0010] Compared with the prior art, the utility model has the following beneficial technical effects:

[0011] The utility model utilizes the cooperation of structures such as the U-shaped card plate, the inclined support rod, the first U-shaped card frame and the second U-shaped card frame, so that the connection between the column and the beams on both sides thereof is mostly mortise and tenon connection, and the mortise and tenon connection usually transmits the load through the large area contact of the joint surface. This load distribution is more uniform and will not be concentrated at a specific point like a bolt connection. Therefore, the overall structure is more evenly stressed, reducing the risk of stress concentration. BRIEF DESCRIPTION OF THE DRAWINGS

[0012] Figure 1 A structural schematic diagram of a large-span steel structure factory building beam-column structure of the utility model is given;

[0013] Figure 2 for Figure 1 Schematic diagram of the split structure;

[0014] Figure 3 for Figure 2 A partial structural diagram of

[0015] Figure 4 for Figure 2 Schematic diagram of the partial split structure.

[0016] Figure numerals: 1, column; 11, rectangular socket; 2, beam; 21, U-shaped socket; 22, mounting slot; 121, elliptical socket; 3, U-shaped card plate; 4, inclined support rod; 41, circular abutment plate; 42, plug rod; 43, circular block; 5, first U-shaped bracket; 6, second U-shaped bracket; 561, U-shaped slot; 61, mounting screw. DETAILED DESCRIPTION

[0017] The technical solution of the present utility model will be clearly and completely described below in conjunction with the accompanying drawings. Obviously, the described embodiments are only part of the embodiments of the present utility model, rather than all of the embodiments.

[0018] The components of the embodiments of the present invention generally described and shown in the drawings herein can be arranged and designed in various different configurations. Therefore, the following detailed description of the embodiments of the present invention provided in the drawings is not intended to limit the scope of the claimed invention, but merely represents selected embodiments of the present invention.

[0019] Based on the embodiments of the present utility model, all other embodiments obtained by ordinary technicians in the field without making any creative work shall fall within the scope of protection of the present utility model.

[0020] In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc., indicating the orientation or positional relationship, are based on the orientation or positional relationship shown in the drawings, and are only for the convenience of describing the present invention 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 limiting the present invention. In addition, the terms "first", "second", and "third" are used for descriptive purposes only, and cannot be understood as indicating or implying relative importance.

[0021] It should be noted that the terms "include", "comprises" or any other variants thereof are intended to cover non-exclusive inclusion, so that a process, method, article or device including a series of elements includes not only those elements, but also other elements not explicitly listed, or also includes elements inherent to such process, method, article or device. In this specification, the schematic representation of the above terms does not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described may be combined in any one or more embodiments or examples in a suitable manner.

[0022] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "installation", "connection" and "connection" 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 the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0023] Embodiment 1

[0024] like Figure 1-4As shown, the utility model proposes a large-span steel structure factory building beam-column structure, including a column 1 and a beam 2 horizontally installed on both sides of the column 1, and a mounting screw 61 is provided on the beam 2 in the middle of the second U-shaped bracket 6. The function of the mounting screw 61 is to prevent the mounting screw 61 from falling off from the beam 2 after being vibrated. Both ends of the mounting screw 61 are spirally connected with nuts that resist the second U-shaped bracket 6, and also include: a U-shaped bracket 3, which firmly clamps the U-shaped socket 21 at the end of the beam 2 by gravity, and the first U-shaped bracket 5 firmly clamps the connected end of the horizontal relatively inclined support rod 4 by gravity, and is movably inserted into the column 1 and the beam 2 so that the column 1 and the beam 2 can be quickly connected; the inclined support rod 4, which is movably installed at the connection between the column 1 and the beam 2 to disperse the force at the connection between the column 1 and the beam 2, and the near end of each pair of horizontally relatively inclined support rods 4 is installed with a first U-shaped bracket 5, and the near end of each pair of vertically relatively inclined support rods 4 is installed with a second U-shaped bracket 6.

[0025] Furthermore, one end of the crossbeam 2 close to the column 1 is fixedly connected with a pair of U-shaped sockets 21, the top of the U-shaped sockets 21 is provided with a mounting slot 22 for the U-shaped card plate 3 to be inserted into, and the side surface of the column 1 close to the crossbeam 2 is provided with a plurality of rectangular sockets 11 for the U-shaped sockets 21 to be inserted into.

[0026] The column 1 and the beam 2 are both provided with an elliptical socket 121 for mounting the tilting support rod 4, and the distance from the rectangular socket 11 on the column 1 to the elliptical socket 121 is the same. Both ends of the tilting support rod 4 are fixedly connected with a circular plate 41 that abuts against the column 1 and the beam 2, and the circular plate 41 is fixedly connected with an insertion rod 42, and the end of the insertion rod 42 away from the circular plate 41 is fixedly connected with a circular block 43 that passes through the elliptical socket 121.

[0027] Furthermore, U-shaped slots 561 for clamping the insertion rod 42 are provided at both ends of the first U-shaped bracket 5 and the second U-shaped bracket 6, the inner wall of the column 1 and the circular block 43 are jointly clamped at the end of the first U-shaped bracket 5, and the inner wall of the beam 2 and the circular block 43 are jointly clamped at the end of the second U-shaped bracket 6.

[0028] In this embodiment, when a large-span steel structure factory building beam-column structure is required, one end of a pair of cross beams 2 with a U-shaped insertion hole 21 is inserted into the rectangular insertion hole 11 on the column 1, and then a pair of U-shaped clamping plates 3 are respectively clamped into the mounting clamping grooves 22 on a pair of horizontally corresponding U-shaped insertion holes 21. Then each inclined support rod 4 is placed obliquely on the cross beam 2, so that the two ends of the inclined support rod 4 are aligned with the elliptical insertion holes 121 on the column 1 and the cross beam 2, and at the same time, the circular abutment plates 41 at both ends of the inclined support rod 4 are pressed against the elliptical insertion holes 121 on the column 1 and the cross beam 2. Then, the insertion rod 42 and the circular clamping block 43 on the circular abutment plate 41 are passed through the elliptical insertion hole 121, and then the first U-shaped clamping frame 5 is clamped in the middle of a pair of horizontally opposite inclined support rods 4, and at this time, the first U-shaped clamping frame 5 is prevented from falling out due to the effect of gravity. Then, the second U-shaped bracket 6 is clamped in the middle of a pair of vertically opposite inclined support rods 4, and finally the mounting screw 61 is installed on the second U-shaped bracket 6 and the crossbeam 2, and a nut is installed at each end of the mounting screw 61 to prevent the second U-shaped bracket 6 from falling out from the middle of the inclined support rod 4.

[0029] The preferred embodiments of the utility model of the above utility model are only used to help explain the utility model. The preferred embodiments do not describe all the details in detail, nor do they limit the utility model to only specific implementation methods. Obviously, many modifications and changes can be made according to the content of this specification. This specification selects and specifically describes these embodiments in order to better explain the principles and practical applications of the utility model, so that technicians in the relevant technical field can well understand and use the utility model. The utility model is limited only by the claims and their full scope and equivalents.

Claims

1. A large-span steel structure factory building beam-column structure, comprising a column (1) and a crossbeam (2) horizontally installed on both sides of the column (1), characterized in that: Also includes: A U-shaped clamping plate (3) is movably plugged into the upright column (1) and the cross beam (2) so that the upright column (1) and the cross beam (2) are quickly connected; The inclined support rod (4) is movably mounted at the connection point between the column (1) and the cross beam (2) to disperse the force at the connection point between the column (1) and the cross beam (2); each pair of horizontally adjacent ends of the inclined support rods (4) is mounted with a first U-shaped bracket (5); and each pair of vertically adjacent ends of the inclined support rods (4) is mounted with a second U-shaped bracket (6).

2. A large-span steel structure factory building beam-column structure according to claim 1, characterized in that: One end of the cross beam (2) close to the column (1) is fixedly connected to a pair of U-shaped sockets (21), the top of each of the U-shaped sockets (21) is provided with a mounting slot (22) for the U-shaped card plate (3) to be inserted into, and the side surface of each of the columns (1) close to the cross beam (2) is provided with a plurality of rectangular sockets (11) for the U-shaped sockets (21) to be inserted into.

3. The large-span steel structure factory building beam-column structure according to claim 1 is characterized in that: The upright column (1) and the cross beam (2) are both provided with an elliptical insertion hole (121) for mounting an inclined support rod (4); both ends of the inclined support rod (4) are fixedly connected to circular abutment plates (41) abutting against the upright column (1) and the cross beam (2); an insertion rod (42) is fixedly connected to the circular abutment plate (41); and one end of the insertion rod (42) away from the circular abutment plate (41) is fixedly connected to a circular clamping block (43) passing through the elliptical insertion hole (121).

4. The large-span steel structure factory building beam-column structure according to claim 1 is characterized in that: Both ends of the first U-shaped bracket (5) and the second U-shaped bracket (6) are provided with U-shaped slots (561) for clamping the insertion rod (42); the inner wall of the column (1) and the circular clamping block (43) are clamped together at the end of the first U-shaped bracket (5); and the inner wall of the crossbeam (2) and the circular clamping block (43) are clamped together at the end of the second U-shaped bracket (6).

5. The large-span steel structure factory building beam-column structure according to claim 1 is characterized in that: A mounting screw rod (61) is provided on the cross beam (2) in the middle of the second U-shaped bracket (6), and both ends of the mounting screw rod (61) are spirally connected to nuts that abut against the second U-shaped bracket (6).

6. The large-span steel structure factory building beam-column structure according to claim 1 is characterized in that: The U-shaped clamping plate (3) firmly clamps the U-shaped insertion hole (21) at the end of the crossbeam (2) by gravity, and the first U-shaped clamping frame (5) firmly clamps the connected end of the horizontal relatively inclined support rod (4) by gravity.