A steel structure top beam cantilever component

By using suspension components and three-dimensional structure support in the steel structure top beam, the problem of lack of support in the middle of the overspan top beam is solved, and effective deformation resistance and seismic stability in the middle of the top beam is achieved.

CN119843813BActive Publication Date: 2025-05-16HEFEI SHUANGFENG STEEL STRUCTURE ENG CO LTD
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Patent Information

Application Number
CN202510344910.X
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2025-03-24
Publication Date
2025-05-16
Estimated Expiration
2045-03-24

AI Technical Summary

Technical Problem

The middle part of the steel structure roof beam with an overspan lacks effective support that does not occupy building space, resulting in the risk of deformation and sinking.

Method used

The steel structure top beam suspension member is used to hingely connect two symmetrical inclined H-shaped steel cross beams to form a middle convex shape, and the cross-distribution of the H-shaped steel longitudinal beam and the cross-support rod is formed to form a three-dimensional structure to support the top beam, improving the deformation resistance.

Benefits of technology

It effectively improves the deformation resistance strength in the middle area of ​​the top beam, avoids sinking deformation, and provides buffering force through elastic joints, enhancing seismic stability.

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Abstract

The present invention discloses a steel structure top beam suspension component, which relates to the field of steel structure top beam components, including a connecting piece, wherein the top beam is composed of two symmetrically inclined H-shaped steel beams, and the corresponding ends of the two H-shaped steel beams are hinged to the connecting piece, so that the top beam forms a convex shape with the middle portion higher than the two ends, and also includes an H-shaped steel longitudinal beam, which is located below the connecting piece and is cross-staggered with the top beam, and the H-shaped steel longitudinal beam is symmetrically rotated to connect two cross support rods through an articulated seat, and the two cross support rods are distributed in a V-shape expansion upward, and the top end of the cross support rod is hinged to support the H-shaped steel beam through a cross connecting seat. The present invention hinges the two H-shaped steel beams of the top beam through the connecting piece, and adaptively reserves a sinking space for the middle portion of the top beam, and gathers and supports the connecting piece through two longitudinal support rods distributed in an "eight" shape, and two cross support rods distributed in a V-shape support the middle portion of the H-shaped steel beam, so as to form a three-dimensional structure to suspend the top beam, thereby improving the anti-deformation strength of the entire middle region of the top beam.
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Description

Technical Field

[0001] The invention relates to the field of steel structure top beam components, in particular to a steel structure top beam cantilever component. Background Art

[0002] H-shaped steel is widely used in steel structure top beams due to its high strength and anti-bending effect. Especially for large-span steel structure top beams, H-shaped steel does not require complex supports and can improve space utilization. When using H-shaped steel as a large-span top beam, two symmetrically inclined H-shaped steels are generally connected in the middle to make the middle part of the top beam bulge upward, which can improve the anti-sinking effect of the middle part of the top beam.

[0003] However, the middle part of the top beam with a large span still has the risk of deformation and sinking. For this type of structure, inclined auxiliary support rods are generally added at both ends of the top beam. This method cannot provide effective anti-deformation support for the middle part of the top beam, or columns are set in the middle part of the top beam to vertically support the top beam. The columns set in this way will divide the internal space of the building. Therefore, it is of great significance to provide a cantilevered structure that can improve the anti-deformation strength of the middle part of the large-span top beam without occupying the internal space of the building. Summary of the invention

[0004] In order to make up for the deficiencies of the existing technical problems, the purpose of the present invention is to provide a steel structure top beam cantilever component for solving the problem of lack of support in the middle part of the steel structure top beam with an ultra-large span without occupying building space.

[0005] In order to solve the problems of the prior art, the technical solution of the present invention is as follows:

[0006] The steel structure top beam cantilever component includes: a connecting piece, the top beam is composed of two symmetrically inclined H-shaped steel beams, the corresponding ends of the two H-shaped steel beams are hinged to the connecting piece, so that the top beam forms a convex shape with the middle part higher than the two ends, and also includes an H-shaped steel longitudinal beam, the H-shaped steel longitudinal beam is located below the connecting piece and is cross-staggered with the top beam, the H-shaped steel longitudinal beam is symmetrically rotated through a hinge seat to connect two cross support rods, the two cross support rods are expanded and distributed in a V shape upward, and the top end of the cross support rod is hinged to support the H-shaped steel beam through a horizontal connecting seat, the connecting piece is symmetrically hinged to the two longitudinal support rods, the two longitudinal support rods are expanded and distributed in an eight-shaped shape downward, and the bottom end of the longitudinal support rod is hinged to the H-shaped steel longitudinal beam through the longitudinal connecting seat.

[0007] Preferably, the connecting member includes a cross plate, the left and right sides of the cross plate are rotatably mounted with blades via pins, the blades are fixedly connected to the H-shaped steel beam, and the front and rear sides of the cross plate are rotatably connected to the longitudinal support rods.

[0008] Preferably, annular teeth are arranged around the edge of the rotating position of the blade, racks are vertically arranged at the angle positions of the cross plate, the racks are meshed and connected to the annular teeth, the bottoms of the racks are connected to the support plate, and a spring is connected between the support plate and the cross plate to apply an upward elastic force to the racks.

[0009] Preferably, the transverse connecting seat includes a base and a sliding seat, the base is fixedly connected to the H-shaped steel beam, the sliding seat slides between the flange plates of the H-shaped steel beam, the base is fixed with a guide column, the surface of the sliding seat is provided with a guide hole, the guide column and the guide hole are slidably inserted in alignment, a spring is connected between the sliding seat and the base, the transverse support rod is rotatably connected to the sliding seat, and the longitudinal connecting seat and the transverse connecting seat have the same structure.

[0010] Preferably, movable grooves penetrating the surface of the slider are opened at the upper and lower parts of the guide hole, and movable parts are arranged in the movable grooves. The surface of the guide column has an inclined protrusion. When the slide moves toward the base, the inclined protrusion squeezes the movable part to contact the flange plate of the H-shaped steel beam in an expanding manner.

[0011] Preferably, the movable part is an eccentric wheel, which rotates in a movable groove, and the inclined protrusion squeezes the eccentric wheel to rotate, so that the eccentric wheel deflects and squeezes the flange plate of the H-shaped steel beam.

[0012] Preferably, the movable part is a steel ball, which is linearly movable in a movable groove, and the inclined protrusion squeezes the steel ball to expand and move, so that the steel ball squeezes the flange plate of the H-shaped steel beam.

[0013] Preferably, the movable part is a slider, which is linearly slidably arranged in a movable groove, and the inner end of the slider is inclined, and the inclined surface protrudes against the expansion and sliding of the slider, so that the outer end plane of the slider squeezes the flange plate of the H-shaped steel beam.

[0014] Preferably, the movable part is a swing arm, which is rotatably arranged in a movable groove, and the inclined protrusion resists the expansion and rotation of the swing arm, so that the swing arm is pressed and contacted with the flange plate of the H-shaped steel beam.

[0015] Preferably, the slide seat comprises a first shell body and a second shell body, and the first shell body and the second shell body are fixed together by screws to form a complete guide hole and a movable groove.

[0016] Compared with the prior art, the advantages of the present invention are as follows:

[0017] 1. The present invention hinges the two H-shaped steel beams of the top beam through a connector, which reserves a sinking space for adaptability in the middle of the top beam. The connector is supported by two longitudinal support rods distributed in an "eight" shape, and two transverse support rods distributed in a V shape support the middle of the H-shaped steel beam, forming a three-dimensional structure to suspend the top beam, thereby improving the anti-deformation strength of the entire middle area of ​​the top beam and ensuring the stability of the top beam.

[0018] 2. The present invention connects the transverse support rods and the longitudinal support rods respectively through elastically retractable transverse connecting seats and longitudinal connecting seats. When the top beam sinks and presses the transverse support rods and the longitudinal support rods, the elastic deformation of the transverse connecting seats and the longitudinal connecting seats provides a buffering force for the sinking of the top beam, thereby comprehensively improving the seismic stability of the top beam.

[0019] 3. The present invention arranges a movable part in the slide seat. When the top beam sinks excessively, the slide seat slides excessively, causing the inclined surface protrusion to resist the expansion of the movable part. The expanded movable part is squeezed and contacted with the flange plate of the H-shaped steel beam, forming multi-point friction on the slide seat, which has a braking effect and prevents the top beam from sinking excessively. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] Figure 1 This is a schematic diagram of the overall structure of the steel structure top beam.

[0021] Figure 2 It is a schematic diagram of the H-shaped steel longitudinal beam supporting the top beam structure of the present invention.

[0022] Figure 3 It is a schematic diagram of the overall structure of the connector of the present invention.

[0023] Figure 4 It is a schematic diagram of the disassembly structure of the connector of the present invention.

[0024] Figure 5 It is a schematic diagram of the structure of the cross support rod connected to the hinge seat of the present invention.

[0025] Figure 6 It is a schematic diagram of the structure of the transverse connecting seat of the present invention.

[0026] Figure 7 It is a structural schematic diagram of a first embodiment of a movable part of the present invention.

[0027] Figure 8 It is a structural schematic diagram of the second embodiment of the movable part of the present invention.

[0028] Fig. 9 It is a structural schematic diagram of the movable part embodiment 3 of the present invention.

[0029] Fig.10 It is a structural schematic diagram of a fourth embodiment of the movable part of the present invention.

[0030] Figure numerals: 1. H-shaped steel longitudinal beam; 2. Connecting piece; 21. Cross plate; 22. Blade plate; 23. Ring gear; 24. Rack; 25. Support plate; 3. Longitudinal support rod; 4. Transverse support rod; 5. Transverse connecting seat; 51. Base; 52. Sliding seat; 521. First shell; 522. Second outer shell; 53. Guide column; 54. Guide hole; 55. Hinge hole; 56. Inclined protrusion; 57. Movable groove; 58. Eccentric wheel; 59. Steel ball; 510. Sliding block; 511. Swing arm; 6. Longitudinal connecting seat; 7. Hinge seat; 8. H-shaped steel cross beam. DETAILED DESCRIPTION

[0031] The technical solutions in the embodiments of the present invention will be described clearly and completely below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all the embodiments.

[0032] Embodiment 1: Figure 1 , Figure 2 As shown, the steel structure has a plurality of longitudinally arranged top beams, which are composed of two symmetrically inclined H-shaped steel beams 8. The far ends of the two H-shaped steel beams 8 are connected to the columns of the steel structure, and the corresponding ends of the two H-shaped steel beams 8 are commonly connected to the connecting parts 2, so that the top beam forms a convex shape with the middle part higher than the two ends.

[0033] like Figure 3 As shown, the connecting member 2 includes a cross plate 21, and blades 22 are rotatably installed on the left and right sides of the cross plate 21 through pins. The blades 22 are flat against the web of the H-shaped steel beam 8 and are fixed by bolts. Since the H-shaped steel beam 8 is hinged to the cross plate 21 through the blades 22, the middle part of the top beam has a certain amount of sinking deformation.

[0034] like Figure 2 As shown, the H-shaped steel longitudinal beam 1 is arranged directly below the connector 2 and is cross-staggered with the top beam. Both ends of the H-shaped steel longitudinal beam 1 are connected to the skeleton at the edge of the steel structure. The H-shaped steel longitudinal beam 1 supports the H-shaped steel cross beam 8 through the cross support rod 4 and the longitudinal support rod 3.

[0035] like Figure 2 , Figure 5 As shown, the installation of the cross support rod 4 is as follows: a hinge seat 7 is fixedly installed on the surface of the H-shaped steel longitudinal beam 1 by bolts, and the hinge seat 7 is located directly below the connector 2. Two cross support rods 4 are symmetrically hinged on both sides of the H-shaped steel longitudinal beam 1 by the hinge seat 7. The two cross support rods 4 are distributed in a V-shape expansion upward, and the top of the cross support rod 4 is hinged to support the middle of the H-shaped steel cross beam 8 through the cross connector 5;

[0036] like Figure 2 , Figure 3 As shown, the longitudinal support rod 3 is installed as follows: two longitudinal support rods 3 are symmetrically hinged on the front and rear sides of the cross plate 21, and the two longitudinal support rods 3 are expanded and distributed in an eight-shaped shape downward, and the bottom ends of the longitudinal support rods 3 are hinged to the H-shaped steel longitudinal beam 1 through the longitudinal connecting seat 6.

[0037] The corresponding ends of the two H-shaped steel beams 8 are connected to the connector 2 in a hinged manner, replacing the traditional bolt hard connection method, ensuring that the middle part of the top beam has movable space to avoid the middle part of the top beam from sinking or vibrating and causing the hard connection to break. When the middle part of the top beam sinks, the connector 2 is in the area with the largest deformation. The two longitudinal support rods 3 distributed in an "eight" shape gather and support the connector 2, effectively increasing the anti-deformation support strength of the middle part of the top beam. The middle part of the H-shaped steel beam 8 is supported by two V-shaped transverse support rods 4, so as to achieve dispersed force support for the top beam and improve the anti-deformation strength of the entire middle area of ​​the top beam.

[0038] like Figure 3 , Figure 4 As shown, a half circle of annular teeth 23 are arranged around the edge of the rotation position of the blade 22, and racks 24 are vertically arranged at the angle position of the cross plate 21. The racks 24 are engaged and connected to the annular teeth 23, and the bottom of the racks 24 are fixedly connected to the support plate 25. A spring is connected between the support plate 25 and the cross plate 21 to apply an upward elastic force to the racks 24. When the middle part of the top beam sinks, the end of the H-shaped steel beam 8 drops, causing the connection point between the blade 22 and the cross plate 21 to rotate. The racks 24 are driven by the engagement of the annular teeth 23 to push the support plate 25 to drop relative to the cross plate 21, and the spring is stretched. The elastic force of the spring provides a counterforce to alleviate the downward amplitude of the middle part of the top beam, and also plays an elastic buffering role.

[0039] like Figure 6 As shown, the longitudinal connection seat 6 has the same structure and function as the transverse connection seat 5. The transverse connection seat 5 includes a base 51 and a slide 52. The base 51 is fixedly connected to the web of the H-shaped steel beam 8 by bolts. The slide 52 is slidably arranged between the flange plates of the H-shaped steel beam 8. A guide column 53 is fixed on the surface of the base 51. The guide column 53 points to the slide 52. A guide hole 54 is provided on the surface of the slide 52. The guide column 53 and the guide hole 54 are slidably inserted in a position so that the slide 52 can move linearly relative to the base 51. The surface of the slide 52 has a hinge hole 55 for rotating the end of the transverse support rod 4. A spring is connected between the slide 52 and the base 51. The spring exerts an elastic force on the slide 52 to move away from the base 51.

[0040] When the middle part of the top beam sinks, the cross support rod 4 has a tendency to expand and move under the action of pressure, and the end of the cross support rod 4 transfers the load to the slide 52, which is guided by the guide column 53 to move the slide 52 closer to the base 51. At this time, the spring is compressed, and the elastic force of the spring resists the pressure on the cross support rod 4, so that the cross support rod 4 supports the top beam, and the elastic sliding buffering effect of the slide 52 makes the middle part of the top beam have a good seismic effect. Similarly, the longitudinal connecting seat 6 also plays an elastic supporting role for the longitudinal support rod 3. The supporting directions of the longitudinal support rod 3 and the cross support rod 4 to the top beam are perpendicular to each other, forming a three-dimensional structure to suspend the top beam.

[0041] like Figure 7 As shown, movable grooves 57 penetrating the surface of the slider 510 are provided at the upper and lower parts of the guide hole 54, and an eccentric wheel 58 is rotatably installed in the movable groove 57 as a movable part. The surface of the guide column 53 has an inclined protrusion 56, and the tail of the inclined protrusion 56 extends to the surface of the base 51 to increase the connection area between the guide column 53 and the base 51. The front end of the inclined protrusion 56 is inclined.

[0042] Under normal conditions, there is a distance between the eccentric wheel 58 and the inclined protrusion 56. Within this distance, the movement of the slide 52 is not affected by the eccentric wheel 58, which only provides elastic buffering force. When the sinking amplitude of the top beam increases, the cross support rod 4 pushes the slide 52 to move a distance beyond this range. At this time, the inclined protrusion 56 contacts the eccentric wheel 58 and deflects, causing the eccentric wheel 58 to squeeze the flange plate of the H-shaped steel beam 8 outward, forming multi-point friction, increasing the sliding friction force of the slide 52, achieving a braking effect, and preventing the top beam from falling excessively.

[0043] like Figure 7 As shown, the slide seat 52 is composed of a first shell body 521 and a second shell body 522. The first shell body 521 and the second shell body 522 are fixed together by screws to form a complete guide hole 54 and a movable groove 57. The first shell body 521 and the second shell body 522 are separated by removing the screws to facilitate the assembly of the eccentric wheel 58 in the movable groove 57.

[0044] Embodiment 2: Figure 8 As shown, a steel ball 59 is arranged in the movable groove 57 as a movable part, and the steel ball 59 can move in a straight line along the movable groove 57. When the sinking amplitude of the top beam increases, the slide seat 52 moves to make the inclined protrusion 56 contact the steel ball 59, so that the steel ball 59 moves outward to expand and squeeze the flange plate of the H-shaped steel beam 8, forming multi-point friction, increasing the sliding friction force of the slide seat 52, playing a braking effect, and preventing the top beam from excessively descending.

[0045] Embodiment 3: Fig. 9 As shown, a slider 510 is linearly slidingly arranged in the movable groove 57 as a movable part, and the inner end of the slider 510 is in the shape of an inclined surface. When the sinking amplitude of the top beam increases, the slide seat 52 moves to make the inclined surface protrusion 56 squeeze the slider 510, so that the slider 510 slides outward to expand the plane and squeeze the flange plate of the H-shaped steel beam 8, forming multi-point friction, increasing the sliding friction force of the slide seat 52, achieving a braking effect, and preventing the top beam from dropping excessively.

[0046] Embodiment 4: Fig.10 As shown, a swing arm 511 is rotatably arranged in the movable groove 57 as a movable part. When the sinking amplitude of the top beam increases, the slide 52 moves to make the inclined protrusion 56 resist the expansion and rotation of the swing arm 511, so that the swing arm 511 squeezes and contacts the flange plate of the H-shaped steel beam 8, forming multi-point friction, increasing the sliding friction force of the slide 52, achieving a braking effect, and preventing the top beam from dropping excessively.

[0047] While the embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that many changes, modifications, substitutions and variations can be made to the embodiments without departing from the principles and spirit of the invention.

Claims

1. A steel structure top beam cantilever component, comprising: The connecting member (2) is a top beam composed of two symmetrically inclined H-shaped steel beams (8), the corresponding ends of the two H-shaped steel beams (8) are hinged to the connecting member (2), so that the top beam forms a convex shape with the middle part higher than the two ends, characterized in that it also includes an H-shaped steel longitudinal beam (1), the H-shaped steel longitudinal beam (1) is located below the connecting member (2) and is cross-staggered with the top beam, the H-shaped steel longitudinal beam (1) is symmetrically rotated and connected to two transverse support rods (4) through a hinge seat (7), the two transverse support rods (4) are expanded and distributed upward in a V shape, and the top end of the transverse support rod (4) is hinged to support the H-shaped steel beam (8) through a transverse connecting seat (5), the connecting member (2) is symmetrically hinged to two longitudinal support rods (3), the two longitudinal support rods (3) are expanded and distributed downward in an eight-shaped shape, and the bottom end of the longitudinal support rod (3) is hinged to the H-shaped steel longitudinal beam (1) through a longitudinal connecting seat (6); The connecting member (2) comprises a cross plate (21), the left and right sides of the cross plate (21) are rotatably mounted with blade plates (22) via pins, the blade plates (22) are fixedly connected to the H-shaped steel beam (8), and the front and rear sides of the cross plate (21) are rotatably connected to the longitudinal support rod (3); An annular tooth (23) is arranged around the edge of the rotation position of the blade plate (22), and a rack (24) is vertically arranged at the angle position of the cross plate (21). The rack (24) is aligned and meshed with the annular tooth (23), and the bottom of the rack (24) is connected to a support plate (25). A spring is connected between the support plate (25) and the cross plate (21) to apply an upward elastic force to the rack (24).

2. The steel structure top beam cantilever component according to claim 1, characterized in that: The transverse connecting seat (5) comprises a base (51) and a slide seat (52), the base (51) is fixedly connected to the H-shaped steel beam (8), the slide seat (52) slides between the flange plates of the H-shaped steel beam (8), a guide column (53) is fixed to the base (51), a guide hole (54) is formed through the surface of the slide seat (52), the guide column (53) and the guide hole (54) are slidably plugged in position, a spring is connected between the slide seat (52) and the base (51), the transverse support rod (4) is rotatably connected to the slide seat (52), and the longitudinal connecting seat (6) has the same structure as the transverse connecting seat (5).

3. The steel structure top beam cantilever component according to claim 2, characterized in that: The guide hole (54) is provided with movable grooves (57) penetrating the surface of the slider (510) at the upper and lower parts thereof, and a movable part is arranged in the movable grooves (57). The surface of the guide column (53) has an inclined protrusion (56). When the slide seat (52) moves toward the base (51), the inclined protrusion (56) presses the movable part to contact the flange plate of the H-shaped steel beam (8) in an expanding manner.

4. The steel structure top beam cantilever component according to claim 3, characterized in that: The movable member is an eccentric wheel (58), which rotates in the movable groove (57), and the inclined protrusion (56) squeezes the eccentric wheel (58) to rotate, so that the eccentric wheel (58) deflects and squeezes the flange plate of the H-shaped steel beam (8).

5. The steel structure top beam cantilever component according to claim 3, characterized in that: The movable member is a steel ball (59) which is arranged in a movable groove (57) for linear movement. The inclined protrusion (56) squeezes the steel ball (59) to expand and move, so that the steel ball (59) squeezes the flange plate of the H-shaped steel beam (8).

6. The steel structure top beam cantilever component according to claim 3, characterized in that: The movable member is a slider (510) which is linearly slidably arranged in the movable groove (57). The inner end of the slider (510) is in the shape of an inclined surface. The inclined surface of the inclined surface protrusion (56) contacts the slider (510) to expand and slide, so that the outer end plane of the slider (510) squeezes the flange plate of the H-shaped steel beam (8).

7. The steel structure top beam cantilever component according to claim 3, characterized in that: The movable member is a swing arm (511), which is rotatably arranged in the movable groove (57), and the inclined protrusion (56) resists the swing arm (511) to expand and rotate, so that the swing arm (511) presses and contacts the flange plate of the H-shaped steel beam (8).

8. The steel structure top beam cantilever component according to claim 3, characterized in that: The sliding seat (52) comprises a first shell (521) and a second shell (522); the first shell (521) and the second shell (522) are fixed together by screws to form a complete guide hole (54) and a movable groove (57).

Citation Information

Patent Citations

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