Concrete column and steel beam rigid joint structure

Abstract

The utility model discloses a concrete column and steel beam rigid joint structure which comprises a concrete column body, steel beam bodies are arranged on the two sides of the concrete column body, first connecting assemblies are arranged on the two sides of each steel beam body, and second connecting assemblies are arranged between the steel beam bodies and the concrete column body. By arranging the first connecting assembly and the second connecting assembly, when the concrete body and the steel beam body are connected, multiple times of connection can be conducted, so that the rigid connection effect between the concrete column body and the steel beam body can be guaranteed, and then the firmness and stability of connection can be better guaranteed.

Description

Technical Field

[0001] This utility model relates to the field of structural engineering technology, specifically to a rigid joint structure between a concrete column and a steel beam. Background Technology

[0002] Due to its numerous advantages, including lightweight, high strength, good plasticity and toughness, fast construction speed, and aesthetic appeal, steel structure construction has experienced rapid development and is increasingly used in industrial and civil buildings. In newly built factories and large-span stadiums, as well as in the expansion and addition of floors in renovation projects, there is a growing trend of connections between steel and concrete structures, such as the connection between steel beams and concrete columns. These connections are mostly made using chemical anchors or expansion bolts. The stiffness of the connection between the steel beam and concrete column joints is closely related to the stability of the structure and has a significant impact on the internal forces and displacements. While ensuring the safety and reliability of the joint, it can transfer the bending moment and shear force generated by the beam to the concrete column. Based on whether it can transfer bending moment, the connection method can be divided into hinged connections and rigid connections.

[0003] Currently, in the design of steel structures for industrial and civil buildings in my country, the rigid connection between concrete columns and steel beams mainly relies on chemical anchors or expansion bolts to fix the end plates of the steel beams to the concrete columns. The connecting plates extending from the end plates and the webs of the steel beams are connected by high-strength bolts, and the beveled edges of the upper and lower flanges of the steel beams and the end plates are connected by butt welds.

[0004] In the use of existing rigid joints between concrete columns and steel beams, the steel beams are mostly fixed to the concrete columns using anchor bolts or expansion bolts. After long-term corrosion, the anchor bolts or expansion bolts will be damaged, making it easy for the connection between the expansion bolts or chemical anchors and the concrete column at the joint to loosen. At the same time, the joint structure will bend, making it difficult for the joint structure to achieve a real rigid connection. Utility Model Content

[0005] In view of the problems in the related technologies, this utility model proposes a rigid joint structure between a concrete column and a steel beam to overcome the above-mentioned technical problems existing in the existing related technologies.

[0006] Therefore, the specific technical solution adopted by this utility model is as follows:

[0007] A rigid joint structure between a concrete column and a steel beam includes a concrete column body, steel beam bodies on both sides of the concrete column body, first connecting components on both sides of the steel beam bodies, and a second connecting component between the steel beam bodies and the concrete column body.

[0008] Furthermore, in order to better ensure the connection effect between the steel beam body and the concrete column body, the first connection component includes a first adjustment groove, which is symmetrically opened on both sides of the concrete column body. The first adjustment groove is connected to a sliding protrusion, which is fixedly set on one side of the steel beam body and is adapted to the first adjustment groove.

[0009] Furthermore, mounting plates are fixedly installed on both sides of the steel beam body. The mounting plates and one side of the concrete column body are provided with a second adjustment groove and a third adjustment groove. One adjustment block is provided on one side of the mounting plate. A rotating rod is provided on one side of the adjusting block. A self-locking structure is provided on the rotating rod. One end of the rotating rod extends from one side of the mounting plate into the interior of the second adjustment groove. One end of the rotating rod is located inside the second adjustment groove and is provided with a first adjustment gear. The interior of the second adjustment groove is provided with a second adjustment gear through a rotating shaft.

[0010] Furthermore, a first adjusting rack and a second adjusting rack are meshed on the first adjusting gear and the second adjusting gear, and a limit block is provided at one end of the first adjusting rack and the second adjusting rack. The limit block is located inside the second adjusting groove and the third adjusting groove.

[0011] Furthermore, the mounting plate has a fourth adjustment groove at both ends, and a fixed plate is connected inside the fourth adjustment groove. Movable plates are provided at both ends of the fixed plate, and one side of the fixed plate is in contact with one side of the concrete column body. Fixed seats are symmetrically provided at both ends of the mounting plate, and threaded rods are provided on the fixed seats. One end of the threaded rod is provided with an adjustment block two, and the movable plate is connected to the threaded rod.

[0012] Furthermore, in order to better ensure the connection and fixation effect of the steel beam body, the second connection component includes four movable seats. The movable seats are symmetrically arranged on both sides of the concrete column body by bolts. An adjustment rod is connected to the movable seat. One end of the adjustment rod is provided with an adjustment block and a self-locking structure. One side of the self-locking structure is connected to one side of two of the movable seats.

[0013] Furthermore, a steel cable is wound around the adjusting rod, and a mounting seat is provided at one end of the steel cable. The mounting seat is installed at one end of the steel beam body by bolt two.

[0014] The beneficial effects of this utility model are as follows: by setting the first connecting component and the second connecting component, multiple connections can be made when connecting the concrete body and the steel beam body, thereby ensuring the rigid connection effect between the concrete column body and the steel beam body, and thus better ensuring the firmness and stability of the connection. Attached Figure Description

[0015] To more clearly illustrate the technical solutions in the embodiments of this utility model or the prior art, the drawings used in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0016] Figure 1 This is a structural schematic diagram of a rigid joint between a concrete column and a steel beam according to an embodiment of the present invention. Figure 1 ;

[0017] Figure 2 This is a structural schematic diagram of a rigid joint between a concrete column and a steel beam according to an embodiment of the present invention. Figure 2 ;

[0018] Figure 3 This is a schematic diagram of the first connection component structure of a rigid joint between a concrete column and a steel beam according to an embodiment of the present invention. Figure 1 ;

[0019] Figure 4 This is a schematic diagram of the first connection component structure of a rigid joint between a concrete column and a steel beam according to an embodiment of the present invention. Figure 2 ;

[0020] Figure 5 This is a schematic diagram of the first connection component structure of a rigid joint between a concrete column and a steel beam according to an embodiment of the present invention. Figure 3 ;

[0021] Figure 6 This is a schematic diagram of the first connection component structure of a rigid joint between a concrete column and a steel beam according to an embodiment of the present invention. Figure 4 ;

[0022] Figure 7 This is a schematic diagram of the second connection component structure of a rigid joint between a concrete column and a steel beam according to an embodiment of the present invention. Figure 1 ;

[0023] Figure 8 This is a schematic diagram of the second connection component structure of a rigid joint between a concrete column and a steel beam according to an embodiment of the present invention. Figure 2 .

[0024] Figure label:

[0025] 1. Concrete column body; 2. Steel beam body; 3. First connecting assembly; 301. First adjusting groove; 302. Sliding protrusion; 303. Mounting plate; 304. Adjusting block one; 305. Rotating rod; 306. First adjusting gear; 307. Second adjusting gear; 308. First adjusting rack; 309. Second adjusting rack; 310. Limiting block; 311. Fixing plate; 312. Moving plate; 313. Threaded rod; 314. Adjusting block two; 315. Self-locking structure one; 4. Second connecting assembly; 401. Movable seat; 402. Adjusting rod; 403. Adjusting block three; 404. Self-locking structure two; 405. Steel cable; 406. Mounting seat; 5. Second adjusting groove; 6. Third adjusting groove; 7. Fourth adjusting groove; 8. Fixing seat. Detailed Implementation

[0026] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0027] Please see Figure 1 - Figure 8 As shown, a rigid joint structure of a concrete column and a steel beam according to an embodiment of the present invention includes a concrete column body 1, which is composed of an outer steel pipe, an inner steel pipe and concrete poured inside. Steel beam bodies 2 are provided on both sides of the concrete column body 1. First connecting components 3 are provided on both sides of the steel beam bodies 2 for the first connection between the concrete column body 1 and the steel beam bodies 2. A second connecting component 4 is provided between the steel beam bodies 2 and the concrete column body 1 for the second connection between the concrete column body 1 and the steel beam bodies 2.

[0028] like Figure 1 - Figure 8 As shown, the first connecting component 3 includes a first adjusting groove 301. Multiple trapezoidal grooves are provided inside the first adjusting groove 301. The first adjusting groove 301 is symmetrically opened on both sides of the concrete column body 1. A sliding protrusion 302 is connected inside the first adjusting groove 301. Multiple trapezoidal snap-fit ​​blocks are provided on the sliding protrusion 302. The sliding protrusion 302 is fixedly set on one side of the steel beam body 2 and is adapted to the first adjusting groove 301. Mounting plates 303 are fixedly set on both sides of the steel beam body 2. The mounting plates 303 and one side of the concrete column body 1 are provided with a second adjusting groove 5 and a third adjusting groove 6.

[0029] An adjusting block 304 is provided on one side of the mounting plate 303, and a rotating rod 305 is provided on one side of the adjusting block 304. A self-locking structure 315 is provided on the rotating rod 305. One end of the rotating rod 305 extends from one side of the mounting plate 303 into the interior of the second adjusting groove 5. A first adjusting gear 306 is provided inside the second adjusting groove 5 at one end of the rotating rod 305. A second adjusting gear 307 is provided inside the second adjusting groove 5 via a rotating shaft. A first adjusting rack 308 and a second adjusting rack 309 are meshed and connected to the first adjusting gear 306 and the second adjusting gear 307. A limiting block 310 is provided at one end of the second adjusting rack 309 and the second adjusting groove 5 and the third adjusting groove 6. A fourth adjusting groove 7 is provided at both ends of the mounting plate 303. A fixed plate 311 is connected inside the fourth adjusting groove 7. A movable plate 312 is provided at both ends of the fixed plate 311. One side of the fixed plate 311 is in contact with one side of the concrete column body 1. Fixed seats 8 are symmetrically provided at both ends of the mounting plate 303. A threaded rod 313 is provided on the fixed seat 8. An adjusting block 314 is provided at one end of the threaded rod 313. The movable plate 312 is connected to the threaded rod 313.

[0030] like Figure 1 - Figure 8 As shown, the second connecting component 4 includes four movable seats 401. The movable seats 401 are symmetrically arranged on both sides of the concrete column body 1 by bolts. An adjusting rod 402 is connected to the movable seat 401. One end of the adjusting rod 402 is provided with an adjusting block 403 and a self-locking structure 404. One side of the self-locking structure 404 is connected to one side of two of the movable seats 401. A steel cable 405 is wound around the adjusting rod 402. One end of the steel cable 405 is provided with a mounting seat 406. The mounting seat 406 is installed on the upper end of the steel beam body 2 by bolts.

[0031] Both the self-locking mechanism 1 (315) and the self-locking mechanism 2 (404) consist of a ratchet, a pawl, and a spring.

[0032] In summary, by means of the above-mentioned technical solution of this utility model, when it is necessary to connect the concrete column body 1 and the steel beam body 2, the sliding protrusion 302 on the steel beam body 2 is placed into the first adjusting groove 301, and the limiting block 310 is also placed inside the second adjusting groove 5 and the third adjusting groove 6, so that it is moved to the required installation position. Then, the adjusting tool is placed on the adjusting block 304 and rotated, which drives the rotating rod 305 and the first adjusting gear 306 to rotate, thereby causing one of the meshing first adjusting racks 308 and the second adjusting rack 309 to move and adjust, thereby enabling... The second adjusting gear 307 and the other first adjusting rack 308 and second adjusting rack 309 are moved and adjusted, so that the limiting block 310 can be limited and fixed inside the second adjusting groove 5 and the third adjusting groove 6. Then, the adjusting tool drives the second adjusting block 314 to rotate, which drives the threaded rod 313 to rotate. Then, the moving plate 312 on the threaded rod 313 drives the fixed plate 311 to move inside the fourth adjusting groove 7, thereby limiting and fixing the concrete column body 1 again, thus better ensuring the connection effect between the concrete column body 1 and the steel beam body 2.

[0033] After the concrete column body 1 and the steel beam body 2 are fixedly connected for the first time, the movable seat 401 is fixed to both sides of the concrete column body 1 with bolt one, and then the mounting seat 406 is fixed to the steel beam body 2 with bolt two. Then, the adjusting block three 403 is driven by a tool, and then the adjusting rod 402 is rotated. Then, the steel cable 405, which is in a loose state, is wound up on the adjusting rod 402. During the adjustment and rotation, the adjusting rod 402 can be limited by the self-locking structure two 404, so as to ensure the connection effect between the concrete column body 1 and the steel beam body 2.

[0034] The above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.

Claims

1. A concrete column and steel beam rigid joint construction comprising a concrete column body (1), both sides of the concrete column body (1) are provided with a steel beam body (2), characterized in that: First connecting assembly (3) is arranged on both sides of the steel beam body (2), and second connecting assembly (4) is arranged between the steel beam body (2) and the concrete column body (1).

2. A concrete column to steel beam rigid node construction according to claim 1, characterised in that, The first adjusting groove (301) is internally connected with a sliding protrusion (302), the sliding protrusion (302) is fixedly arranged on one side of the steel beam body (2), and the sliding protrusion (302) is matched with the first adjusting groove (301).

3. A concrete column to steel beam rigid node construction according to claim 2, characterised in that, The mounting plate (303) is provided with a second adjusting groove (5) and a third adjusting groove (6) on one side of the concrete column body (1), one side of the mounting plate (303) is provided with an adjusting block one (304), one side of the adjusting block one (304) is provided with a rotating rod (305), the rotating rod (305) is provided with a self-locking structure one (315), one end of the rotating rod (305) extends from one side of the mounting plate (303) to the inside of the second adjusting groove (5), and the first adjusting gear (306) is arranged at one end of the rotating rod (305) in the second adjusting groove (5).

4. The rigid concrete column-steel beam joint construction of claim 3, wherein The first adjusting gear (306) and the second adjusting gear (307) are meshed with the first adjusting rack (308) and the second adjusting rack (309), one end of the first adjusting rack (308) and the second adjusting rack (309) is provided with a limiting block (310), and the limiting block (310) is arranged in the second adjusting groove (5) and the third adjusting groove (6).

5. A concrete column to steel beam rigid node construction according to claim 4, characterised in that, The fourth adjusting groove (7) is arranged at both ends of the mounting plate (303), the fourth adjusting groove (7) is internally connected with a fixed plate (311), both ends of the fixed plate (311) are provided with a moving plate (312), one side of the fixed plate (311) is in contact with one side of the concrete column body (1), both ends of the mounting plate (303) are symmetrically provided with a fixed seat (8), the fixed seat (8) is provided with a threaded rod (313), one end of the threaded rod (313) is provided with an adjusting block two (314), and the moving plate (312) is connected to the threaded rod (313).

6. A concrete column to steel beam rigid node construction according to claim 5, characterised in that, The second connecting assembly (4) comprises four movable seats (401), the movable seats (401) are symmetrically arranged on both sides of the concrete column body (1) through bolts, the movable seats (401) are connected with adjusting rods (402), one end of the adjusting rods (402) is provided with adjusting blocks three (403) and a self-locking structure two (404), and one side of the self-locking structure two (404) is connected to one side of two movable seats (401).

7. A concrete column to steel beam rigid node construction according to claim 6, characterised in that, The adjusting rod (402) is wound with a steel cable (405), one end of the steel cable (405) is provided with a mounting seat (406), and the mounting seat (406) is mounted on one end of the steel beam body (2) through bolts.

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