Connecting joint of steel structure box column and H-shaped beam
By using single-sided high-strength bolts and combinations of high-strength bolts at the connection nodes between steel box columns and H-beams, the problems of cumbersome installation and unstable welding quality in existing technologies are solved, achieving convenient installation and highly stable connection results.
Patent Information
- Application Number
- CN202520145974.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-01-22
- Publication Date
- 2026-02-13
- Estimated Expiration
- 2035-01-22
AI Technical Summary
The existing connection between the steel box column and the H-beam is made by welding, which makes the installation, disassembly and recycling process cumbersome, makes it difficult to guarantee the welding quality, and ordinary bolt connection is prone to breakage, affecting the quality of the device and increasing costs.
The system employs a combination of single-sided high-strength bolts and high-strength bolts for connection. Through the combined design of angle steel, box columns, and H-beams, high-strength bolts are used for fixing and reinforcement, improving connection stability and simplifying the installation and disassembly process.
It enables convenient installation and disassembly, improves the stability of connection nodes, reduces economic costs, and avoids the risk of breakage.
Smart Images

Figure CN223907658U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to steel structure technical field, concretely is a kind of steel structure box column and H-shaped beam connecting node. BACKGROUND
[0002] Most of the connecting nodes of steel structure box column and H-shaped steel beam are welded, although the rigidity of the connecting node is large, but in actual use, its installation, disassembly and recycling process is very cumbersome, and the efficiency is low.Moreover, since the welding quality is influenced by the experience of welder, the welding quality cannot be effectively guaranteed, thereby a large amount of resource and manpower cost is increased.In addition, the use of ordinary bolts, round holes and nuts to fix the connecting node of steel structure box column can also easily cause the problem of fracture of the connecting node, which greatly affects the quality of the device.
[0003] Therefore, it is necessary to provide a steel structure box column and H-shaped beam connecting node. SUMMARY
[0004] In view of the deficiencies of the prior art, the utility model provides a steel structure box column and H-shaped beam connecting node, which has the advantages of convenient installation, disassembly and recycling process, high stability and strength, and solves the problems raised in the background art.
[0005] The utility model provides the following technical scheme: a steel structure box column and H-shaped beam connecting node, which comprises a box column, an H-shaped beam, an angle steel one and an angle steel two:
[0006] The H-shaped beam is arranged on one side of the box column, the H-shaped beam comprises a web and flanges, the flanges are fixedly connected to the two sides of the web, the number of angle steel one is two, and they are respectively located on the two sides of the web, the number of angle steel two is two, and they are respectively located on the outer sides of the upper and lower flanges, the inner wall of the angle steel one is fixedly connected with a steel plate one, a connecting hole three is formed in one side wall of the angle steel one, a single high-strength bolt one is inserted into the connecting hole three, a embedding protrusion three is fixedly connected to the other side wall of the angle steel one, the inner wall of the angle steel two is fixedly connected with a steel plate two, a single high-strength bolt four is inserted into one side wall of the angle steel two, and a connecting hole five is formed in the other side wall of the angle steel two.
[0007] Preferably, the side surface of the web is fixedly connected with an embedding protrusion two, the side surface of the embedding protrusion three is provided with a connecting hole four, and the embedding protrusion two is inserted into the connecting hole four.
[0008] Preferably, the side surface of the embedding protrusion two is provided with a connecting hole two, and a high-strength bolt two is inserted into the connecting hole two.
[0009] Preferably, the side of the box column is provided with a gourd hole two, which is matched with the model and specification of the single-side high-strength bolt one.
[0010] Preferably, the side of the flange is fixedly connected with a lug, the edge wall of the angle steel two is provided with an inlay hole, and the inlay hole is matched with the model and specification of the lug.
[0011] Preferably, the surface of the flange is fixedly connected with an inlay lug one, the side of the inlay lug one is provided with a connecting hole one, the connecting hole one is matched with the model and specification of the connecting hole five, and the high-strength bolt three is inserted into the connecting hole one.
[0012] Preferably, the side of the box column is provided with a gourd hole one, which is matched with the model and specification of the single-side high-strength bolt four.
[0013] Compared with the prior art, the steel structure box column and H-shaped beam connecting joint has the following beneficial effects:
[0014] The steel structure box column and H-shaped beam connecting joint has the following beneficial effects: BRIEF DESCRIPTION OF DRAWINGS
[0015] In order to more clearly illustrate the technical scheme of the embodiments of the present application, the following will briefly introduce the drawings needed to be used in the embodiment description. Obviously, the drawings in the following description are only some embodiments of the present application, and for those skilled in the art, other drawings can also be obtained from these drawings without creative labor.
[0016] Figure 1 It is a whole structure schematic view of the device of the present application;
[0017] Figure 2 It is a box column structure schematic view of the present application;
[0018] Figure 3 It is an H-shaped beam structure schematic view of the present application;
[0019] Figure 4 It is an angle steel one structure schematic view of the present application;
[0020] Figure 5 Figure 2 is a structural diagram of the angle steel two of the utility model.
[0021] In the drawings, the component list represented by each reference numeral is as follows:
[0022] 100, box column; 101, gourd hole one; 102, gourd hole two; 103, single-side high-strength bolt one;
[0023] 200, H-shaped beam; 201, middle plate; 202, flange; 203, inlaid protrusion one; 204, connecting hole one; 205, protruding head; 206, inlaid protrusion two; 207, connecting hole two; 208, high-strength bolt two; 209, high-strength bolt three;
[0024] 300, angle steel one; 301, steel plate one; 302, connecting hole three; 303, inlaid protrusion three; 304, connecting hole four;
[0025] 400, angle steel two; 401, steel plate two; 402, single-side high-strength bolt four; 403, connecting hole five; 404, inlaid hole. DETAILED DESCRIPTION
[0026] The technical solutions in the embodiments of the utility model will be clearly 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 other embodiments obtained by those skilled in the art without creative labor fall within the protection scope of the utility model.
[0027] In order to make the above-mentioned purposes, features and advantages of the present application more obvious and easy to understand, the present application will be further described in detail below with reference to the drawings and specific embodiments.
[0028] Steel structure box columns and H-shaped steel beams are widely used in practical engineering and are respectively used in different structural parts to bear corresponding loads and functions.
[0029] In high-rise buildings, box columns are widely used due to their excellent bending stiffness and torsional stiffness. They can effectively bear various loads, including vertical loads, horizontal loads, etc.
[0030] Box columns are often used as frame columns, especially in situations requiring larger column spacing or higher bearing capacity. Its closed cross-sectional shape makes it perform well in resisting natural disasters such as earthquakes, effectively maintaining the integrity and stability of the structure.
[0031] In large-span structures such as stadiums, exhibition halls, etc., box columns also play an important role. Due to its relatively large cross-sectional area, box columns can provide sufficient support force to ensure the safety and reliability of the structure.
[0032] In industrial plant construction, box columns are also commonly used as load-bearing columns. Since industrial plants usually need to bear the weight of large equipment and production loads, the high load-bearing capacity of box columns makes them an ideal choice.
[0033] In multi-story steel structure frames, H-shaped steel beams are one of the main load-bearing components. They transfer the floor loads to the columns, which then transfer them to the foundation through their connections.
[0034] H-shaped steel beams have a large cross-sectional modulus and moment of inertia, capable of bearing large bending moments and shear forces, so they are widely used in multi-story steel structure frames.
[0035] In bridge engineering, H-shaped steel beams are often used as main beams or part of bridge decks. Since bridges need to bear the weight of vehicles and pedestrians, as well as wind loads and other natural factors, the load-bearing capacity and stability of the beams are required to be high. H-shaped steel beams meet these requirements with their excellent mechanical properties.
[0036] In industrial plants, similar to box columns, H-shaped steel beams play an important role in industrial plant construction. They are not only used for the construction of load-bearing structures, but also often used as crane beams and other special-purpose beams.
[0037] The existing connection joints of steel structure box columns and H-shaped steel beams are achieved by welding, which is very stable. Although this connection method is very firm, when it needs to be disassembled or relocated in actual use, the installation, disassembly and recycling process is very cumbersome and has high loss.
[0038] Please refer to Figures 1-5 A steel structure box column and H-shaped beam connection joint, comprising a box column 100, an H-shaped beam 200, an angle steel one 300, and an angle steel two 400:
[0039] H-beam 200 is located on one side of box column 100. H-beam 200 includes web 201 and flange 202. Flange 202 is fixedly connected to both sides of web 201. There are two angle steels 300, located on both sides of web 201. There are two angle steels 400, located on the outer sides of upper and lower flanges 202. Steel plate 301 is fixedly connected to the inner wall of angle steel 300. A connecting hole 302 is opened on one side wall of angle steel 300. A single-sided high-strength bolt 103 is inserted into the connecting hole 302. An embedded protrusion 303 is fixedly connected to the other side wall of angle steel 300. Steel plate 401 is fixedly connected to the inner wall of angle steel 400. A single-sided high-strength bolt 402 is inserted into one side wall of angle steel 400. A connecting hole 503 is opened on the other side wall of angle steel 400. Steel plate 1 (301) greatly improves the structural stability of angle steel 1 (300), and steel plate 2 (401) greatly improves the structural stability of angle steel 2 (400).
[0040] By using a single-sided high-strength bolt 103 to fix the box column 100 through angle steel 300, and using a second high-strength bolt 208 to fix the H-beam 200 to angle steel 300, the box column 100 and the H-beam 200 are connected. Angle steel 400 can be used to further reinforce the structure between the H-beam 200 and the box column 100, greatly improving the structural stability of the installation between the box column 100 and the H-beam 200. The use of single-sided high-strength bolts 103, 208, 209, and 402 facilitates the assembly and disassembly of the box column 100 and the H-beam 200, improving the efficiency of installation and disassembly, enhancing the stability of the connection node, preventing breakage, and reducing labor and physical costs.
[0041] For further optimization, please refer to Figure 3 , Figure 4 The web plate 201 has a fixedly connected second embedded protrusion 206 on its side. The side of the third embedded protrusion 303 has a fourth connecting hole 304. The second embedded protrusion 206 is inserted into the fourth connecting hole 304. The side of the second embedded protrusion 206 has a second connecting hole 207, and a second high-strength bolt 208 is inserted into the second connecting hole 207. After the second embedded protrusion 206 is inserted into the fourth connecting hole 304, the initial fixation between the angle steel 300 and the H-beam 200 is completed. Then, the second high-strength bolt 208 is passed through the second connecting hole 207 for further fixation, thus distributing the load-bearing capacity of the second high-strength bolt 208 on the connected device.
[0042] For further optimization, please refer to Figure 1 , Figure 2 The side of the box column 100 is provided with a gourd hole 2 102, which matches the model and specifications of the single-sided high-strength bolt 103.
[0043] Further preferably, referring to Figure 1 、 Figure 2 , the side of the flange 202 is fixedly connected with a protrusion 205, the edge wall of the angle steel two 400 is provided with an inlaid hole 404, the inlaid hole 404 is matched with the model specification of the protrusion 205. When installing, the protrusion 205 can be inserted into the inlaid hole 404, thereby improving the structural stability.
[0044] Further preferably, referring to Figure 1 、 Figure 3 、 Figure 5 , the surface of the flange 202 is fixedly connected with an inlaid protrusion one 203, the side of the inlaid protrusion one 203 is provided with a connecting hole one 204, the connecting hole one 204 is matched with the model specification of the connecting hole five 403, and the connecting hole one 204 is inserted with a high-strength bolt three 209. The H-shaped beam 200 and the angle steel two 400 can be fixedly connected through the high-strength bolt three 209.
[0045] Further preferably, referring to Figure 1 、 Figure 3 , the side of the box column 100 is provided with a gourd hole one 101, and the gourd hole one 101 is matched with the model specification of the single-side high-strength bolt four 402. The single-side high-strength bolt four 402 can pass through the gourd hole one 101 to fixedly connect the angle steel two 400 and the box column 100.
[0046] In the description of the present application, it should be understood that the orientation or positional relationship indicated by the terms "coaxial", "bottom", "one end", "top", "middle", "the other end", "upper", "one side", "top", "inner", "front", "central", "both ends" and the like is based on the orientation or positional relationship shown in the drawings, and is only for the convenience of describing the present application and simplifying the description, and therefore cannot be understood as indicating or implying that the devices or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore cannot be understood as limiting the present application.
[0047] In the present application, unless otherwise specifically defined and limited, the terms "mounting", "setting", "connecting", "fixing", "screw connection" and the like should be understood in a broad sense, for example, they can be fixedly connected, or can be detachably connected, or can be integrated; they can be mechanically connected, or can be electrically connected; they can be directly connected, or can be indirectly connected through an intermediate medium; they can be the communication or interaction relationship between two elements, unless otherwise specifically defined, the above-mentioned terms in the present application can be understood according to the specific meaning of the above-mentioned terms in the present application according to the specific situation.
[0048] Although the embodiments of the present application have been shown and described, it is to be understood that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present application, the scope of which is defined by the appended claims and their equivalents.
Claims
1. A steel structure box column and H-shaped beam connecting joint, comprising a box column (100), an H-shaped beam (200), an angle steel one (300) and an angle steel two (400), characterized in that: the H-shaped beam (200) is arranged on one side of the box column (100), the H-shaped beam (200) comprises a web (201) and a flange (202), the flange (202) is fixedly connected on both sides of the web (201), the number of the angle steel one (300) is two and is respectively located on both sides of the web (201), the number of the angle steel two (400) is two and is respectively located on the outer side of the upper and lower flanges (202), the inner wall of the angle steel one (300) is fixedly connected with a steel plate one (301), one side wall of the angle steel one (300) is provided with a connecting hole three (302), the single-side high-strength bolt one (103) is inserted into the connecting hole three (302), the other side wall of the angle steel one (300) is fixedly connected with an inlaid protrusion three (303), the inner wall of the angle steel two (400) is fixedly connected with a steel plate two (401), one side wall of the angle steel two (400) is inserted with a single-side high-strength bolt four (402), and the other side wall of the angle steel two (400) is provided with a connecting hole five (403). The side of the web (201) is fixedly connected with an inlaid protrusion two (206), the side of the inlaid protrusion three (303) is provided with a connecting hole four (304), and the inlaid protrusion two (206) is inserted into the connecting hole four (304).
2. The steel structure box column and H-shaped beam connecting joint according to claim 1, characterized in that: The side of the inlaid protrusion two (206) is provided with a connecting hole two (207), and the high-strength bolt two (208) is inserted into the connecting hole two (207).
3. The steel structure box column and H-shaped beam connecting joint according to claim 2, characterized in that: The side of the box column (100) is provided with a gourd hole two (102), and the gourd hole two (102) is consistent in type and specification with the single-side high-strength bolt one (103).
4. The steel structure box column and H-shaped beam connecting joint according to claim 1, characterized in that: The side of the flange (202) is fixedly connected with a protruding head (205), the edge wall of the angle steel two (400) is provided with an inlaid hole (404), and the inlaid hole (404) is consistent in type and specification with the protruding head (205).
5. The steel structure box column and H-shaped beam connecting joint according to claim 1, characterized in that: The surface of the flange (202) is fixedly connected with an inlaid protrusion one (203), the side of the inlaid protrusion one (203) is provided with a connecting hole one (204), the connecting hole one (204) is consistent in type and specification with the connecting hole five (403), and the high-strength bolt three (209) is inserted into the connecting hole one (204).
6. The steel structure box column and H-shaped beam connecting joint according to claim 1, characterized in that: The side of the box column (100) is provided with a gourd hole one (101), and the gourd hole one (101) is consistent in type and specification with the single-side high-strength bolt four (402).
7. The steel structure box column and H-shaped beam connecting joint according to claim 1, characterized in that: