A bracket for mounting a steel secondary beam
The triangular stabilization system formed by the U-shaped support frame and the inclined connecting frame solves the problem of the connection between the steel secondary beam and the main beam weakening the strength of the main beam, thereby improving the connection strength and overall stability and enhancing the bending and shear resistance of the structure.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- CHONGQING LAISHI CONSTR ENG GRP CO LTD
- Filing Date
- 2025-06-18
- Publication Date
- 2026-08-04
AI Technical Summary
The existing connection method between the secondary steel beam and the main beam weakens the cross-sectional strength of the main beam, and the rotational stiffness of the joint is limited, making it difficult to improve the overall stiffness and stability of the structure.
A triangular stabilization system composed of a U-shaped support frame and an inclined connecting frame, combined with support plate fixation, forms a multi-triangular reinforcement structure, which enhances bending and shear resistance, and achieves stability through bolt connection.
This improved the connection strength and overall stability between the secondary steel beams and the main beams, enhanced the structure's bending and shear resistance, and ensured the reliability and stability of the connection nodes.
Smart Images

Figure CN224591855U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of building construction technology, and in particular to a bracket for installing steel secondary beams. Background Technology
[0002] In steel structures, secondary steel beams are secondary load-bearing components erected above the main beams. They are typically arranged perpendicularly or obliquely to the main beams, forming the building's horizontal load-bearing system. The main function of secondary beams is to effectively transfer loads from floors, roofs, or other upper structures to the main beams, which then transfer the loads to vertical load-bearing structures such as columns and walls, ultimately leading to the foundation. This layered load transfer mechanism not only optimizes the load distribution path but also significantly improves the overall stability and load-bearing efficiency of the structure.
[0003] In design, the cross-sectional dimensions of secondary beams are usually smaller than those of main beams, but their spacing and number must be determined comprehensively based on the floor slab span, load magnitude, and the load-bearing capacity of the main beams. By rationally setting secondary beams, the calculated span of the floor slab can be reduced, and the floor slab thickness can be decreased, thereby saving material costs and reducing the structural self-weight. In addition, secondary beams can enhance the spatial stiffness of the structure, resist deformation caused by horizontal loads (such as wind loads or seismic action), and provide lateral support to the main beams, preventing the main beams from becoming unstable.
[0004] Currently, the installation of steel secondary beams and main beams mostly adopts the connection method of opening through holes in the middle of the main beam. That is, firstly, through holes are opened on the web or flange of the main beam, and then the connecting plate at the end of the secondary beam is fastened to the main beam with high-strength bolts. This traditional connection method is simple in structure and convenient in construction.
[0005] However, in practical applications, opening holes in the main beam will weaken its cross-sectional strength, especially under repeated loading, stress concentration is likely to occur around the hole; and the connection nodes rely solely on bolts for shear force transmission, resulting in limited rotational stiffness of the nodes, which is not conducive to improving the overall stiffness of the structure. Utility Model Content
[0006] The purpose of this invention is to provide a bracket for installing steel secondary beams. Through a triangular stabilizing system composed of a U-shaped support frame and an inclined connecting frame, and fixed with a support plate, the connection strength and overall stability are improved. The built-in inclined bracing plate forms a multi-triangular reinforcement structure, effectively enhancing bending and shear resistance, resulting in a stable and reliable structure with strong bending and shear resistance.
[0007] To achieve the above objectives, this utility model provides a bracket for installing a steel secondary beam, including a steel main beam and a steel secondary beam, and a support plate disposed at the bottom of the steel main beam. A support frame is provided at the connection between the steel main beam and the steel secondary beam. The top side of the support frame is connected to the steel main beam and the steel secondary beam through a first connector, and the bottom side of the support frame and the support plate are connected to the steel main beam and the steel secondary beam through the first connector.
[0008] Two inclined connecting frames are symmetrically arranged between the main steel beam and the secondary steel beam. The two ends of the connecting frames are connected to the main steel beam and the secondary steel beam respectively through second connecting members.
[0009] The above technical solution connects the U-shaped sections of the secondary steel beams and the main steel beams. A U-shaped support frame is placed at the connection point between the main and secondary steel beams, allowing the support plate to fit against the bottom of the main steel beam. The support plate and support frame are then bolted to the bottom of the main steel beam, ensuring its horizontal stability. The top side of the support frame is also bolted to the main and secondary steel beams to improve overall stability. An inclined connecting frame is installed between the main and secondary steel beams, with bolts at both ends fixing it to the main and secondary steel beams. This supports the secondary steel beams while forming a triangular stabilizing system, ensuring the strength and stability of the connection node.
[0010] The support frame is U-shaped, and the connecting frame is hollow.
[0011] The above technical solution involves hollow structures on the inner sides of both the support frame and the connecting frame, reducing weight and achieving lightweighting.
[0012] The support frame has multiple first diagonal bracing plates symmetrically fixed on its inner side, and the connecting frame has multiple second diagonal bracing plates uniformly fixed on its inner side.
[0013] Through the above technical solution, the multi-triangular structure formed by the first and second diagonal bracing plates enhances the bending and shear resistance of the support frame and connecting frame structure.
[0014] The steel main beam has multiple stiffening plates uniformly fixed inside its U-shaped groove.
[0015] The above technical solution involves uniformly welding stiffening plates at the U-shaped groove of the steel main beam to enhance the local stiffness of the steel main beam and prevent deformation.
[0016] The secondary steel beam has two symmetrically fixed positioning protrusions on the side near the main steel beam, and the main steel beam has a positioning groove on the side near the secondary steel beam. The positioning protrusions and the corresponding positioning grooves are inserted into each other.
[0017] The above technical solution involves the positioning protrusion and the corresponding positioning groove engaging to ensure the accuracy of the steel secondary beam installation position.
[0018] The secondary steel beam has a protruding part formed in the middle and on the side close to the main steel beam, and the protruding part can be inserted into the U-shaped groove of the main steel beam.
[0019] Through the above technical solution, the protruding part in the middle of the secondary steel beam is inserted into the U-shaped groove of the main steel beam, which further restricts displacement, improves the docking accuracy, and also plays a supporting role.
[0020] Wherein, the first connecting member is the first bolt, and the second connecting member is the second bolt.
[0021] The above technical solution uses bolts as connectors, which makes disassembly and assembly simple, and the connection is stable and reliable, thus ensuring the stability of the overall structure of the support.
[0022] This utility model discloses a bracket for installing steel secondary beams. Through a triangular stabilizing system composed of a U-shaped support frame and an inclined connecting frame, and fixed with a support plate, it enhances connection strength and overall stability. The built-in inclined bracing plate forms a multi-triangular reinforcement structure, effectively enhancing bending and shear resistance, resulting in a stable and reliable structure with strong bending and shear resistance. Attached Figure Description
[0023] To more clearly illustrate the technical solutions in the embodiments of this application or the prior art, the accompanying drawings used in the description of the embodiments or the prior art will be briefly introduced below.
[0024] Figure 1 This is a first-view structural schematic diagram of the present invention.
[0025] Figure 2 This is a second-view structural schematic diagram of the present invention.
[0026] Figure 3 This is a schematic diagram of the steel secondary beam structure of this utility model.
[0027] Figure 4 This is a partial structural schematic diagram of the present invention.
[0028] In the diagram: 1. Steel main beam; 2. Steel secondary beam; 3. Support plate; 4. Support frame; 5. First diagonal brace plate; 6. First bolt; 7. Connecting frame; 8. Second diagonal brace plate; 9. Second bolt; 10. Stiffening plate; 11. Positioning groove; 12. Positioning protrusion; 13. Protrusion. Detailed Implementation
[0029] The embodiments of the present invention are described in detail below. Examples of the embodiments are shown in the accompanying drawings. The embodiments described below with reference to the accompanying drawings are exemplary and intended to explain the present invention, but should not be construed as limiting the present invention.
[0030] The first embodiment of this application is as follows:
[0031] Please see Figures 1-4A bracket for installing a secondary steel beam includes a main steel beam 1 and a secondary steel beam 2, and a support plate 3 located at the bottom of the main steel beam 1. A support frame 4 is provided at the connection between the main steel beam 1 and the secondary steel beam 2. The top side of the support frame 4 is connected to the main steel beam 1 and the secondary steel beam 2 through a first connector. The bottom side of the support frame 4 and the support plate 3 are connected to the main steel beam 1 and the secondary steel beam 2 together through the first connector. Two inclined connecting frames 7 are also symmetrically provided between the main steel beam 1 and the secondary steel beam 2. The two ends of the connecting frames 7 are connected to the main steel beam 1 and the secondary steel beam 2 respectively through second connectors.
[0032] The secondary steel beam 2 is connected to the U-shaped section of the main steel beam 1. A U-shaped support frame 4 is placed at the connection point between the main steel beam 1 and the secondary steel beam 2, allowing the support plate 3 to fit against the bottom of the main steel beam 1. The support plate 3 and the support frame 4 are then bolted to the bottom of the main steel beam 1 to ensure its horizontal stability. The top side of the support frame 4 is also bolted to the main steel beam 1 and the secondary steel beam 2 to improve overall stability. A connecting frame 7 is obliquely installed between the main steel beam 1 and the secondary steel beam 2, with bolts at both ends fixed to the main steel beam 1 and the secondary steel beam 2. This serves to support the secondary steel beam 2 while forming a triangular stabilizing system, ensuring the strength and stability of the connection node.
[0033] The support frame 4 is designed as a U-shaped structure, and the connecting frame 7 is designed as a hollow structure. The inner sides of both the support frame 4 and the connecting frame 7 are hollow to reduce weight and achieve lightweight design. Multiple first diagonal bracing plates 5 are symmetrically fixed to the inner side of the support frame 4, and multiple second diagonal bracing plates 8 are uniformly fixed to the inner side of the connecting frame 7. The multi-triangular structure formed by the first diagonal bracing plates 5 and the second diagonal bracing plates 8 enhances the bending and shear resistance of the support frame 4 and the connecting frame 7.
[0034] Two positioning protrusions 12 are symmetrically fixed on the side of the secondary steel beam 2 near the main steel beam 1. A positioning groove 11 is formed on the side of the main steel beam 1 near the secondary steel beam 2. The positioning protrusions 12 and the corresponding positioning grooves 11 are inserted into each other to ensure the accurate installation position of the secondary steel beam 2. A protrusion 13 is formed in the middle of the secondary steel beam 2 and on the side near the main steel beam 1. The protrusion 13 can be inserted into the U-shaped groove of the main steel beam 1.
[0035] During installation, align the positioning protrusion 12 with the positioning groove 11 and insert it to ensure the initial positioning of the secondary steel beam 2. The protrusion 13 in the middle of the secondary steel beam 2 is inserted into the U-shaped groove of the main steel beam 1 to further restrict displacement, improve the docking accuracy, and provide support.
[0036] The second embodiment of this application is as follows:
[0037] Please see Figure 1 , Figure 2 and Figure 4Based on the first embodiment, the bracket for installing the secondary steel beam in this embodiment further includes stiffening plates 10. Multiple stiffening plates 10 are uniformly fixed inside the U-shaped groove of the main steel beam 1. The stiffening plates 10 are uniformly welded at the U-shaped groove of the main steel beam 1 to enhance the local rigidity of the main steel beam 1 and prevent deformation.
[0038] The first connecting component is the first bolt 6, and the second connecting component is the second bolt 9. Using bolts as connecting components makes disassembly and assembly simple, and the connection is stable and reliable, thus ensuring the stability of the overall structure of the support.
[0039] Working principle: During installation, align the positioning protrusion 12 with the positioning groove 11 and insert it to ensure the initial positioning of the secondary steel beam 2. The protrusion 13 in the middle of the secondary steel beam 2 is inserted into the U-shaped groove of the main steel beam 1 to further restrict displacement, improve the docking accuracy, and provide support.
[0040] The secondary steel beam 2 is connected to the U-shaped section of the main steel beam 1. A U-shaped support frame 4 is placed at the connection point between the main steel beam 1 and the secondary steel beam 2, allowing the support plate 3 to fit against the bottom of the main steel beam 1. The support plate 3 and the support frame 4 are then bolted to the bottom of the main steel beam 1 to ensure its horizontal stability. The top side of the support frame 4 is also bolted to the main steel beam 1 and the secondary steel beam 2 to improve overall stability. A connecting frame 7 is obliquely installed between the main steel beam 1 and the secondary steel beam 2, with bolts at both ends fixed to the main steel beam 1 and the secondary steel beam 2. This serves to support the secondary steel beam 2 while forming a triangular stabilizing system, ensuring the strength and stability of the connection node.
[0041] The above-disclosed embodiments are merely one or more preferred embodiments of this application and should not be construed as limiting the scope of this application. Those skilled in the art can understand that all or part of the processes for implementing the above embodiments and equivalent changes made in accordance with the claims of this application still fall within the scope of this application.
Claims
1. A support for mounting steel secondary beams, comprising a steel main beam and steel secondary beams, characterized in that: It also includes a support plate at the bottom of the main steel beam, a support frame at the connection between the main steel beam and the secondary steel beam, the top side of the support frame is connected to the main steel beam and the secondary steel beam through a first connector, and the bottom side of the support frame and the support plate are connected to the main steel beam and the secondary steel beam through the first connector. Two inclined connecting frames are symmetrically arranged between the main steel beam and the secondary steel beam. The two ends of the connecting frames are connected to the main steel beam and the secondary steel beam respectively through second connecting members.
2. The bracket for installing the secondary steel beam as described in claim 1, characterized in that: The support frame is U-shaped, and the connecting frame is hollow.
3. The bracket for installing the secondary steel beam as described in claim 2, characterized in that: Multiple first diagonal bracing plates are symmetrically fixed on the inner side of the support frame, and multiple second diagonal bracing plates are uniformly fixed on the inner side of the connecting frame.
4. The bracket for installing the secondary steel beam as described in claim 3, characterized in that: Multiple stiffening plates are uniformly fixed inside the U-shaped groove of the steel main beam.
5. The bracket for installing the secondary steel beam as described in claim 4, characterized in that: Two positioning protrusions are symmetrically fixed on the side of the secondary steel beam near the main steel beam, and a positioning groove is opened on the side of the main steel beam near the secondary steel beam. The positioning protrusions and the corresponding positioning grooves are inserted into each other.
6. The bracket for installing the secondary steel beam as described in claim 5, characterized in that: The secondary steel beam has a protrusion formed in the middle and on the side close to the main steel beam, and the protrusion can be inserted into the U-shaped groove of the main steel beam.
7. The bracket for installing the secondary steel beam as described in claim 6, characterized in that: The first connecting member is a first bolt, and the second connecting member is a second bolt.