Novel beam-column joint with anti-seismic, anti-shear and safety protection functions
By combining the design of the lower flange with a haunch plate and structural node plate, the shear resistance of the steel beam ends is improved, which solves the problem of instability at the ends of steel beams in steel structure houses and provides safety protection during construction, achieving dual protection of structural stability and construction safety.
Patent Information
- Application Number
- CN202520261194.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-02-19
- Publication Date
- 2025-12-12
- Estimated Expiration
- 2035-02-19
AI Technical Summary
In existing steel structure houses, the shear resistance at the ends of steel beams is insufficient, leading to structural instability. Furthermore, the lack of safety protection measures during construction affects project costs and building space.
The design incorporates a combination of elements such as a lower flange with a haunch plate, a structural node plate, and a horizontal mesh hook to enhance the shear resistance at the ends of the steel beam. The stability of the steel beam and the steel column is ensured by bolted connections and full penetration welds, while the horizontal mesh hook provides construction safety protection.
It improves the shear resistance of the steel beam ends, saves project costs, does not affect building space, provides construction safety protection, avoids falls from heights, and has a flexible connection method that is easy to maintain.
Smart Images

Figure CN223661045U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to the technical field of house building structure design, concretely to a novel beam column joint with anti-seismic and anti-shear and safety protection function. BACKGROUND
[0002] The column joint is the key part connecting the beam and the column in the structural engineering, and the design and structure thereof are crucial to the stability and safety of the whole structure, and in the structures such as buildings and bridges, the beam column joint bears the functions of transmitting load, maintaining the integrity of the structure and resisting various external forces, and according to different structural forms and use requirements, the beam column joint can adopt various connecting modes.
[0003] As the domestic steel production capacity is higher, more house buildings adopt steel structure as the main force structure, according to the research steel structure house accident report, most of the steel structure house collapses are caused by the instability of the steel beam end, and with the improvement of the industry level, how to save the steel on the basis of safety is also a problem that the structural designers need to consider, and the steel structure construction is a dangerous sub-item engineering, and the workers walk on the beam in the construction process without safety protection measures, so more problems encountered in the construction process need to be considered in the design stage. UTILITY MODEL CONTENT
[0004] The utility model discloses a novel beam column joint with anti-seismic and anti-shear and safety protection function, which solves the technical problems in the background art, such as difficult to improve the anti-shear capacity of the steel beam end, reduce the anti-seismic function of the structural joint plate, increase the engineering cost and affect the building space.
[0005] In order to solve the above technical problems, the utility model provides the following technical scheme:
[0006] A novel beam column joint with anti-seismic and anti-shear and safety protection function, including steel beam, two steel columns, lower flange haunch plate, single connecting plate, mounting bolt, structural joint plate, web full penetration weld, upper and lower flange full penetration weld, horizontal net hook, the steel beam is located between two steel columns, and the steel beam is connected between two steel columns through two single connecting plates, the single connecting plate is temporarily fixed between the steel column and the steel beam through the mounting bolt, the horizontal net hook is arranged on the steel beam, the structural joint plate is arranged at the end of the lower flange haunch plate, the web full penetration weld and the upper and lower flange full penetration weld are used as the measures for equal strength connection of the steel beam and the steel column.
[0007] Preferably, the lower flange haunch plate is located at the connecting position of the steel beam and the steel column and has the capacity of improving the anti-shear of the steel beam end.
[0008] Preferably, the construction node plate is located on one side of the steel beam and corresponds to the end of the lower flange haunch plate, and the construction node plate is used to reinforce the steel beam, is arranged at the end of the lengthened lower flange haunch plate, and has the function of avoiding instability, so that other anti-seismic measures such as gusset plates are not necessary, engineering quantity is saved, and architectural space is not affected.
[0009] Preferably, the horizontal net hook is a plurality of and is uniformly distributed on the steel beam, and the bending arc of the horizontal net hook faces upwards and is used for hanging the horizontal net, as safety protection during construction, to avoid falling accidents at high places.
[0010] Preferably, the mounting bolt is a plurality of and is uniformly distributed on one side of the single connecting plate, and the mounting bolt is used to connect and reinforce the single connecting plate and the steel column and the steel beam, since the steel column and the steel beam are temporarily fixed through the single connecting plate and the mounting bolt, and the web full penetration weld and the upper and lower flange full penetration weld are used as the measures for equal strength connection of the steel beam and the steel column.
[0011] Preferably, the upper and lower ends of the steel beam are both provided with a fixed plate, the fixed plate is internally screwed with an extrusion bolt, the extrusion bolt is screwed with a steel column, and the opposite sides of the two steel columns are both fixed with a plurality of uniformly distributed handles, and the plurality of handles are used to facilitate a user to control the steel column.
[0012] Compared with the prior art, the utility model has the beneficial effects that:
[0013] 1. The utility model discloses a steel beam with a lower flange haunch plate, which improves the shear resistance of the end of the steel beam, lengthens the haunch position, and makes the construction node plate have an anti-seismic function, so that other anti-seismic measures are not necessary, engineering cost is saved, and architectural space is not affected.
[0014] 2. The utility model discloses a fixed plate and an extrusion bolt, which can reinforce the steel beam and the steel column after installation, ensure the stability and safety between the steel beam and the steel column, and have higher flexibility since the bolt connection is convenient for future maintenance, reconstruction or removal of the structure. BRIEF DESCRIPTION OF DRAWINGS
[0015] Figure 1 It is a schematic diagram of the whole structure of the utility model;
[0016] Figure 2The utility model discloses a structure schematic diagram when steel beam and steel column are connected.
[0017] Figure 3 The utility model discloses a structure schematic diagram of steel beam.
[0018] Among them: 1, steel beam, 2, steel column, 3, lower flange haunch board, 4, single connecting plate, 5, mounting bolt, 6, structural joint plate, 7, web full penetration weld, 8, upper and lower flange full penetration weld, 9, horizontal net hook, 10, fixed plate, 11, extruded bolt, 12, handle. Specific implementation
[0019] Below, will combine the utility model embodiment's drawing, the technical scheme in the utility model embodiment is clearly, completely described, obviously, the described embodiment only is a part embodiment of the utility model, not all the embodiment. Based on the embodiment in the utility model, all other embodiments that the ordinary skill in the art obtains without making the creative labor are within the scope of the utility model protection.
[0020] Please refer to Figure 1 and Figure 2 A new beam column node with anti-seismic and safe protection function, including steel beam 1, steel column 2, lower flange haunch board 3, single connecting plate 4, mounting bolt 5, structural joint plate 6, web full penetration weld 7, upper and lower flange full penetration weld 8, horizontal net hook 9, the upper and lower both ends of steel beam 1 are all installed with fixed plate 10, and the inside of fixed plate 10 is screwed with extruded bolt 11, and extruded bolt 11 is screwed with steel column 2, and the opposite side of two steel columns 2 is fixed with multiple evenly distributed handles 12, and multiple handles 12 are used for conveniently controlling steel column 2 by user.
[0021] Please refer to Figure 1 、 Figure 2 and Figure 3 Steel column 2 and steel beam 1 are temporarily fixed through single connecting plate 4 and mounting bolt 5;Horizontal net hook 9 is arranged on steel beam 1;Structural joint plate 6 is arranged at the end of lower flange haunch board 3;Web full penetration weld 7 and upper and lower flange full penetration weld 8 are used as the measures of equal strength connection of steel beam 1 and steel column 2, lower flange haunch board 3 has the ability of improving the shear capacity of the end of steel beam 1, structural joint plate 6 is arranged at the end of lengthened lower flange haunch board 3, so that structural joint plate 6 has the function of avoiding instability, without setting other anti-seismic measures such as gusset, saving engineering quantity, and not affecting building space, horizontal net hook 9 is arranged on steel beam 1, can hang horizontal net, is used as the safety protection of construction, avoids high-falling accident, steel column 2 and steel beam 1 are temporarily fixed through single connecting plate 4 and mounting bolt 5, and web full penetration weld 7 and upper and lower flange full penetration weld 8 are used as the measures of equal strength connection of steel beam 1 and steel column 2.
[0022] The working principle of this utility model:
[0023] Using multiple handles 12, two steel columns 2 are placed in the desired location, leaving a gap between them for the steel beam 1. The steel beam 1 is then placed within the gap and aligned with both the steel beam 1 and steel column 2 using a single connecting plate 4. Simultaneously, the fixing plate 10 is aligned with the steel column 2. Multiple clamping bolts 11 are then moved within the fixing plate 10, causing one end of each clamping bolt 11 to connect with the steel column 2. This strengthens the connection between the steel beam 1 and steel column 2, preventing easy detachment and further reinforcing the structure. The full penetration weld 7 in the web and the full penetration welds 8 in the upper and lower flanges serve as a strong connection between the steel beam 1 and steel column 2. The single connecting plate 4 is then bolted together using multiple mounting bolts 5. These mounting bolts 5 are only for temporary fixation during the process and are not permanent structural load-bearing; they can be removed and reused. When disassembling the steel beam 1 is required, the multiple clamping bolts 11 are first moved, followed by the multiple... The installation bolts 5 separate the multiple clamping bolts 11 from the steel column 2, thereby eliminating the need for reinforcement between the fixing plate 10 and the steel column 2. By screwing the installation bolts 5, the single connecting plate 4 can be disassembled simultaneously, facilitating the movement of the steel beam 1 between the two steel columns 2. This further facilitates the user's separation of the steel beam 1 from the two steel columns 2. The installation of multiple horizontal safety net hooks 9 provides additional safety protection for workers at height. Even if a person accidentally falls, the safety net can effectively catch the falling person, preventing direct fall to the ground and reducing injury. Moreover, the horizontal safety net hooks 9 can be flexibly installed according to the specific conditions of the construction site, adapting to different building structures and construction environments. Installation is simple and convenient, and deployment can be done quickly. Compared with other complex safety protection measures, the installation and maintenance costs of the horizontal safety net are relatively low, and it can effectively prevent falls from height, reducing downtime and compensation losses caused by accidents.
[0024] 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, the scope of which is defined by the appended claims and their equivalents.
Claims
1. A novel beam-column joint with seismic and shear resistance and safety protection functions, comprising a steel beam (1), two steel columns (2), a lower flange with a haunch plate (3), a single connecting plate (4), mounting bolts (5), a structural node plate (6), a full penetration weld on the web (7), full penetration welds on the upper and lower flanges (8), and a horizontal mesh hook (9), characterized in that: The steel beam (1) is located between two steel columns (2), and the steel beam (1) is connected to the two steel columns (2) by two single connecting plates (4). The single connecting plate (4) is temporarily fixed to the steel column (2) and the steel beam (1) by mounting bolts (5). The horizontal net hook (9) is set on the steel beam (1). The structural node plate (6) is set at the end of the lower flange armhole plate (3). The full penetration weld (7) of the web plate and the full penetration weld (8) of the upper and lower flanges serve as measures for strong connection between the steel beam (1) and the steel column (2).
2. A novel beam-column joint with seismic and shear resistance and safety protection functions as described in claim 1, characterized in that: The lower flange with a haunch plate (3) is located at the connection between the steel beam (1) and the steel column (2) and has the ability to improve the shear resistance of the end of the steel beam (1).
3. A novel beam-column joint with seismic and shear resistance and safety protection functions as described in claim 1, characterized in that: The structural node plate (6) is located on one side of the steel beam (1) and corresponds to the end of the lower flange haunch plate, and the structural node plate (6) is used to reinforce the steel beam (1).
4. A novel beam-column joint with seismic and shear resistance and safety protection functions as described in claim 1, characterized in that: Furthermore, there are multiple horizontal net hooks (9) evenly distributed on the steel beam (1), and the curved part of the horizontal net hook (9) faces upward and is used to hang the horizontal net.
5. A novel beam-column joint with seismic and shear resistance and safety protection functions as described in claim 1, characterized in that: The mounting bolts (5) are multiple and evenly distributed on one side of the single connecting plate (4), and the mounting bolts (5) are used to connect and reinforce the single connecting plate (4) with the steel column (2) and the steel beam (1).
6. A novel beam-column joint with seismic and shear resistance and safety protection functions as described in claim 1, characterized in that: The upper and lower ends of the steel beam (1) are equipped with fixing plates (10), and the fixing plates (10) are screwed with compression bolts (11). The compression bolts (11) are screwed to the steel column (2). Multiple evenly distributed handles (12) are fixed on the opposite sides of the two steel columns (2). The multiple handles (12) are used to facilitate the user to control the steel column (2).