Connecting joint of primary beam and secondary beam of steel structure

By designing a main and secondary beam composite structure and bolt and nut assemblies, the problems of stability and slope adjustment of the I-beam main and secondary beam joints were solved, and convenient slope joint splicing was achieved.

CN223468859UActive Publication Date: 2025-10-24CHINA RAILWAY CONSTR ENG GRP INSTALLATION ENGI +1
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Patent Information

Application Number
CN202422572748.0
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-10-24
Publication Date
2025-10-24
Estimated Expiration
2034-10-24

AI Technical Summary

Technical Problem

In existing technologies, the joints between main and secondary beams of I-beams are difficult to stabilize and adjust, especially when splicing joints with slope requirements.

Method used

The structure adopts a combination of main beams, clamps, side plates, secondary beams, first angle steel, second angle steel, and third angle steel, which are fastened by bolt and nut assemblies. Combined with the design of diagonal braces, supports, and guide rods, it ensures that the secondary beams are distributed according to the slope and stably connected.

Benefits of technology

It achieves a stable connection between the main and secondary beam nodes of the I-beams, facilitates the formation of nodes with slope requirements, simplifies the installation process, and improves splicing efficiency.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to a steel structure primary beam and secondary beam connecting node which comprises a primary beam, a secondary beam and a secondary beam. The hoops are arranged on the main beam at intervals; the side plates are vertically and fixedly arranged on the two sides of the hoop and extend upwards or downwards to exceed the upper side and the lower side of the main beam. The secondary beams are obliquely arranged according to the slope of the roof, and the ends of the secondary beams are fixed to the side plates; the first angle steel is fixed between the end part of the side plate and the upper surface or the lower surface of the hoop and is fastened through a first bolt and nut assembly, and a first rib plate is arranged in the first angle steel; the second angle steel is arranged between the secondary beam web and the side plate and fastened through a second bolt and nut assembly, and a second rib plate is arranged in the second angle steel; and the third angle steel is arranged between the hoop and the main beam web and fastened through a third bolt and nut assembly, and a third rib plate is arranged in the third angle steel. The utility model is beneficial to the splicing of I-shaped steel primary and secondary beam joints, and is convenient to form joints with gradient requirements.
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Description

TECHNICAL FIELD

[0001] The utility model relates to the field of steel structure, especially a steel structure main and secondary beam connecting joint. BACKGROUND

[0002] For example, Chinese utility model CN 215907226 U discloses a color steel tile slope roof inner gutter, wherein an inclined slope roof steel beam is used, the main and secondary steel beam splicing joints have a slope when the I-beam is spliced, which is inconvenient for splicing, and the I-beam is difficult to be stable at the joint position of the main and secondary steel beams due to its cross-sectional form, and the joint position is also inconvenient to adjust. SUMMARY

[0003] The utility model solves the technical problem to provide a steel structure main and secondary beam connecting joint, which is beneficial to the splicing of the I-beam main and secondary beam joints and facilitates the formation of joints with slope requirements.

[0004] To solve the above problems, a steel structure main and secondary beam connecting joint is adopted, which comprises:

[0005] A main beam is horizontally and transversely arranged;

[0006] Hoop is arranged on the main beam at intervals;

[0007] Side plates are vertically and fixedly arranged on both sides of the hoop, and are extended upward or downward beyond the upper and lower sides of the main beam;

[0008] A secondary beam is arranged to be inclined according to the slope of the roof, and the end thereof is fixed to the side plate;

[0009] A first angle steel is fixed between the end of the side plate and the upper surface or lower surface of the hoop and is fastened by a first bolt and nut assembly, and a first rib plate is arranged in the first angle steel;

[0010] A second angle steel is arranged between the web of the secondary beam and the side plate and is fastened by a second bolt and nut assembly, and a second rib plate is arranged in the second angle steel;

[0011] A third angle steel is arranged between the hoop and the web of the main beam and is fastened by a third bolt and nut assembly, and a third rib plate is arranged in the third angle steel.

[0012] With the structure, since the secondary beams are distributed according to the slope, the main beam makes the height difference between the upper and lower adjacent secondary beams, especially when the main beam is large, the height difference is larger, so that the installation of the main beam and the secondary beams on both sides is misaligned when maintaining the slope, causing the node splicing difficult, and the section form of the I-beam is not conducive to the installation of the inclined secondary beam, after the hoop is used, not only the node position is adjusted, but also the hoop can provide a flat installation surface, the side plate is extended to exceed the upper and lower sides of the main beam, which is convenient for splicing with the secondary beam with height difference, after the first angle steel is installed between the end of the side plate and the upper or lower surface of the hoop, it is conducive to preventing the end of the side plate from bending and keeping it vertical, the second angle steel is convenient for fixing the web of the secondary beam and the side plate, and the third angle steel is convenient for positioning the hoop on the main beam.

[0013] As a further improvement of the utility model, the secondary beam lower side is provided with a support, the support is vertically fixed on the secondary beam lower side and located on both sides of the main beam.

[0014] With the structure, it is convenient to ensure that the upper and lower secondary beams are on the same slope.

[0015] As a further improvement of the utility model, the upper half of the inclined rod is a light rod, and the lower half is a screw rod, and the lower half is threadedly connected with the support.

[0016] With the structure, the lower secondary beam can be stably butt-jointed by rotating the inclined rod through the upper secondary beam.

[0017] As a further improvement of the utility model, a guide rod is further arranged on the support.

[0018] With the structure, the guide rod plays a role in guiding the butt joint of the secondary beam.

[0019] As a further improvement of the utility model, a lug is arranged on the upper end of the inclined rod, a ring block is sleeved on the lug, and a Z-shaped handle is fixedly connected to the ring block.

[0020] With the structure, the handle is convenient for rotating the inclined rod, and the ring block is conducive to disassembly and assembly.

[0021] As a further improvement of the utility model, the ring block is fixedly connected through a fourth bolt and nut assembly.

[0022] With the structure, the fourth bolt and nut assembly is further conducive to disassembly and assembly.

[0023] The utility model is conducive to the splicing of the I-beam main and secondary beam nodes and is convenient for forming a node with a slope requirement. BRIEF DESCRIPTION OF DRAWINGS

[0024] Fig. 1 It is a structural schematic view of the embodiment.

[0025] Fig. 2The structure is partially enlarged for the support part.

[0026] Fig. 1 is a main beam; Fig. 2 is a hoop; Fig. 3 is a side plate; Fig. 4 is a secondary beam; Fig. 5 is a first angle steel; Fig. 501 is a first rib plate; Fig. 6 is a first bolt and nut assembly; Fig. 7 is a second angle steel; Fig. 701 is a second rib plate; Fig. 8 is a second bolt and nut assembly; Fig. 9 is a third angle steel; Fig. 901 is a third rib plate; Fig. 10 is a third bolt and nut assembly; Fig. 11 is a support; Fig. 12 is an inclined rod; Fig. 121 is a light rod; Fig. 122 is a screw rod; Fig. 13 is a guide rod; Fig. 14 is a protruding block; Fig. 15 is a ring block; Fig. 16 is a Z-shaped handle; and Fig. 17 is a fourth bolt and nut assembly. DETAILED DESCRIPTION

[0027] The technical solutions in the embodiments of the utility model will be apparently and completely described below with reference to the drawings in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, rather than all the embodiments. Based on the embodiments in the utility model, all the other embodiments obtained by the ordinary skilled in the art without creative labor belong to the scope of protection of the utility model.

[0028] In the description of the utility model, it should be explained that the directions or position relations indicated by the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer" and the like are the directions or position relations shown in the drawings, which are only for the convenience of describing the utility model and simplifying the description, and cannot be understood as limiting the utility model by indicating or implying that the indicated devices or elements must have a specific direction, structure and operation. Therefore, it cannot be understood as limiting the utility model; the terms "first", "second", "third" are only for the purpose of description, and cannot be understood as indicating or implying relative importance; in addition, unless otherwise explicitly specified and limited, the terms "mounting", "connection", "connection" should be understood in a broad sense, for example, it can be fixed connection, or detachable connection, or integrally connected; it can be mechanical connection, or electrical connection; it can be directly connected, or indirectly connected through an intermediate medium, or the connection between two elements inside. For the ordinary skilled in the art, the specific meaning of the above terms in the utility model can be understood according to the specific circumstances.

[0029] Embodiment 1

[0030] As shown in Figs. 1-2 A steel structure main and secondary beam connecting joint, comprising:

[0031] A main beam 1 is arranged horizontally and transversely;

[0032] A hoop 2 is arranged on the main beam 1 at intervals;

[0033] Side plates 3 are vertically fixedly arranged on both sides of the hoop 2, and are extended upward or downward beyond the upper and lower sides of the main beam 1;

[0034] Secondary beams 4 are arranged in a slope of a roof, and are fixed at the ends of the side plates 3;

[0035] First angle steels 5 are fixed between the ends of the side plates 3 and the upper or lower surfaces of the hoop 2, and are fastened by first bolt-nut assemblies 6, and first ribs 501 are arranged in the first angle steels 5;

[0036] Second angle steels 7 are arranged between the webs of the secondary beams 4 and the side plates 3, and are fastened by second bolt-nut assemblies 8, and second ribs 701 are arranged in the second angle steels 7;

[0037] Third angle steels 9 are arranged between the hoop 2 and the web of the main beam 1, and are fastened by third bolt-nut assemblies 10, and third ribs 901 are arranged in the third angle steels 9.

[0038] With the structure, since the secondary beams 4 are distributed in a slope, the main beam 1 makes the height difference between the adjacent secondary beams 4, especially when the main beam 1 is large in size, the height difference is larger, so that the installation of the main beam 1 and the secondary beams on both sides is misaligned when maintaining the slope, which causes the difficulty in splicing the nodes, and the cross-section form of the I-beam is not conducive to the installation of the inclined secondary beams. After the hoop 2 is used, the node position can be adjusted, and the hoop 2 can provide a flat installation surface. After the side plates 3 are extended beyond the upper and lower sides of the main beam 1, the splicing of the secondary beams 4 with the height difference can be facilitated. After the first angle steels 5 are installed between the ends of the side plates 3 and the upper or lower surfaces of the hoop 2, the ends of the side plates 3 can be prevented from bending, so that the side plates 3 remain vertical. The second angle steels 7 facilitate the fixation of the webs of the secondary beams 4 and the side plates 3, and the third angle steels 9 facilitate the positioning of the hoop 2 on the main beam 1.

[0039] In the embodiment, supports 11 are arranged on the lower sides of the secondary beams 4, and are vertically fixed on the lower sides of the secondary beams 4 and located on both sides of the main beam 1. The supports 11 on both sides of the main beam 1 are provided with inclined rods 12 parallel to the slope of the secondary beams 4.

[0040] With the structure, the upper and lower secondary beams can be ensured to be on the same slope.

[0041] In the embodiment, the upper half of the inclined rod 12 is a light rod 121, and the lower half is a screw rod 122, which is threadedly connected with the support 11.

[0042] With the structure, the lower secondary beam can be stably butt-jointed by rotating the inclined rod 12 through the upper secondary beam.

[0043] In the embodiment, a guide rod 13 is further arranged on the support 11.

[0044] With the structure, the guide rod 13 plays a role in guiding the butt joint of the secondary beams.

[0045] In the embodiment, the upper end of the inclined rod 12 is provided with a protrusion 14, the protrusion 14 is sleeved with a ring block 15, and the ring block 15 is fixed with a Z-shaped handle 16.

[0046] With the structure, the handle 16 is convenient to rotate the inclined rod 12, and the ring block 15 is convenient to disassemble and assemble.

[0047] In the embodiment, the ring block 15 is fixed by a fourth bolt-nut assembly 17.

[0048] With the structure, the fourth bolt-nut assembly 17 is further convenient to disassemble and assemble.

[0049] The utility model is favorable to the splicing of the I-beam main and secondary beam joints, and is convenient to form the joints with slope requirements.

[0050] The above content is further detailed description of the utility model in combination with specific preferred embodiments, and cannot be considered as the specific implementation of the utility model being limited to the description. For the person skilled in the art to which the utility model belongs, without departing from the concept of the utility model, a number of equivalent substitutions or obvious variations can be made, and the performance or use is the same, which should be considered as belonging to the protection scope of the utility model.

Claims

1. A main girder sub girder connecting joint of a steel structure, characterized by include: A main beam (1) arranged horizontally and transversely; Hoops (2) are arranged at intervals on the main beam (1); Side plates (3) are vertically fixedly arranged on both sides of the hoop (2) and extend upward or downward beyond the upper and lower sides of the main beam (1); A secondary beam (4) is arranged at an angle according to the roof slope, and its end is fixed to the side plate (3); A first angle steel (5) is fixed between the end of the side plate (3) and the upper or lower surface of the hoop (2) and is fastened by a first bolt and nut assembly (6), and a first rib (501) is provided in the first angle steel (5); A second angle steel (7) is provided between the web of the secondary beam (4) and the side plate (3) and is fastened by a second bolt and nut assembly (8), and a second rib (701) is provided in the second angle steel (7); A third angle steel (9) is provided between the hoop (2) and the web of the main beam (1) and is fastened by a third bolt and nut assembly (10). A third rib (901) is provided in the third angle steel (9).

2. The main girder sub-girder connection joint of the steel structure according to claim 1, characterized in that A support (11) is provided on the lower side of the secondary beam (4), and the support (11) is vertically fixed on the lower side of the secondary beam (4) and is located on both sides of the main beam (1); inclined rods (12) parallel to the slope of the secondary beam (4) are mounted on the supports (11) on both sides of the main beam (1).

3. The main girder sub-girder connection joint of the steel structure according to claim 2, characterized in that The upper half of the oblique rod (12) is a smooth rod (121), and the lower half is a screw rod (122), and the lower half is threadedly connected to the support (11).

4. The steel structure main girder and secondary girder connecting joint according to claim 3, characterized in that A guide rod (13) is also mounted on the support (11).

5. The steel structure primary girder secondary girder connecting joint of claim 2, wherein A protrusion (14) is provided at the upper end of the oblique rod (12), a ring block (15) is sleeved on the protrusion (14), and a Z-shaped handle (16) is fixedly connected to the ring block (15).

6. The steel structure primary girder secondary girder connecting joint according to claim 5, characterized in that The ring block (15) is fastened by a fourth bolt and nut assembly (17).

Citation Information

Patent Citations

  • Damping connection node structure for gutter in color steel tile pitched roof

    CN215907226U