CN216475557U - Assembled structure beam column node connection structure - Google Patents
Assembled structure beam column node connection structure Download PDFInfo
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- CN216475557U CN216475557U CN202123035940.9U CN202123035940U CN216475557U CN 216475557 U CN216475557 U CN 216475557U CN 202123035940 U CN202123035940 U CN 202123035940U CN 216475557 U CN216475557 U CN 216475557U
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Abstract
The utility model relates to an assembly type structure technical field, and discloses an assembly type structure beam column node connection structure, including the steel core concrete column, the front and the inside equal fixedly connected with fixed thread section of thick bamboo in left and right side of steel core concrete column, the inside threaded connection of fixed thread section of thick bamboo has fixed threaded rod one, the surface threaded connection of fixed threaded rod one has type of calligraphy fixed plate, the inside equal fixedly connected with adjusting threaded rod in left and right side of type of calligraphy fixed plate uses through the cooperation of one-way fixed plate, adjusting thread section of thick bamboo, makes adjusting thread section of thick bamboo drive one-way fixed plate move to the outside, adjusts the distance between two one-way fixed plates, then pegs graft type of calligraphy fixed plate and one-way fixed plate on the surface of steel core concrete column, will accomplish through fixed threaded rod two and fixed threaded rod one to steel core concrete column and type of calligraphy fixed plate, The unidirectional fixing plates are fixed, so that the aim of being suitable for the concrete-filled steel tubular columns with various sizes is fulfilled.
Description
Technical Field
The application relates to the technical field of assembly type structures, in particular to a beam column node connecting structure of an assembly type structure.
Background
The prefabricated structure is a concrete structure formed by prefabricated components serving as main stressed components through assembly connection, and the prefabricated reinforced concrete structure is one of important directions in the development of building structures in China, is beneficial to the development of building industrialization in China, improves production efficiency, saves energy, develops green and environment-friendly buildings, and is beneficial to improving and ensuring the quality of building engineering. Compared with a cast-in-place construction method, the assembly type PC structure is beneficial to green construction, because the assembly type construction can better meet the requirements of land saving, energy saving, material saving, water saving, environmental protection and the like of the green construction, the negative effects on the environment are reduced, including noise reduction, dust prevention, environmental pollution reduction, clean transportation, field interference reduction, water, electricity, material and other resources and energy sources, and the principle of sustainable development is followed.
Assembled structure beam column is in the installation, because the variation in size of beam column, so need fixing device also be different, and current fixing device all is fixed unchangeable, can not change fixing device's size according to the size of beam column, leads to the fixing device practicality to reduce.
SUMMERY OF THE UTILITY MODEL
In order to solve the above-mentioned problem, the present application provides an assembled structure beam column node connection structure.
The application provides a pair of assembled structure beam column nodal connection structure adopts following technical scheme:
a beam column node connecting structure with an assembly type structure comprises a steel tube concrete column, wherein fixed threaded cylinders are fixedly connected with the front surface, the inner parts of the left side and the right side of the steel tube concrete column, the inner threads of the fixed threaded cylinders are connected with first fixed threaded rods, the outer surfaces of the first fixed threaded rods are connected with concave-shaped fixed plates in a threaded manner, the inner parts of the left side and the right side of the concave-shaped fixed plates are fixedly connected with adjusting threaded rods, the outer surfaces of the adjusting threaded rods are connected with adjusting threaded cylinders in a threaded manner, the outer surfaces of the adjusting threaded cylinders are rotatably connected with one-way fixed plates, the inner threads of the one-way fixed plates are connected with second fixed threaded rods, and the outer surfaces of the second fixed threaded rods are connected with the inner threads of the fixed threaded cylinders;
the top and the bottom of the one-way fixed plate are fixedly connected with limiting sliding seats, the inside of each limiting sliding seat is connected with an H-shaped steel beam in a sliding mode, one end, close to the limiting sliding seat, of the H-shaped steel beam is connected with a third fixing threaded rod in an internal threaded mode, the outer surface of the third fixing threaded rod is connected with the internal threaded mode of the limiting sliding seat, a concave-shaped clamping plate is inserted into the back face of the H-shaped steel beam in an inserting mode, a second bolt is inserted into the concave-shaped clamping plate in an inserting mode, the outer surface of the second bolt penetrates through the inside of the one-way fixed plate and the inside of the H-shaped steel beam, the outer surface of the concave-shaped clamping plate is connected with a second fixing nut in a threaded mode, a first bolt is inserted into the inside of the H-shaped steel beam, the first bolt penetrates through the inside of the concave-shaped fixed plate, and the top of the first bolt is connected with a first fixing nut in a threaded mode.
By adopting the technical scheme, the adjusting threaded cylinder is rotated to drive the one-way fixing plate to move outwards so as to adjust the distance between the two one-way fixing plates, then the concave-shaped fixing plate and the one-way fixing plate are inserted on the outer surface of the steel tube concrete column, the second rotating fixing threaded rod passes through the one-way fixing plate and is inserted into the steel tube concrete column, the first rotating fixing threaded rod passes through the concave-shaped fixing plate and is inserted into the steel tube concrete column, the concave-shaped fixing plate and the one-way fixing plate are fixed, the purpose of being suitable for various steel tube concrete columns is achieved, then the H-shaped steel beam is inserted into the limiting slide carriage and the concave-shaped clamping plate, the third rotating fixing threaded rod passes through the limiting slide carriage and is inserted into the H-shaped steel beam, then the second bolt passes through the one-way fixing plate, the concave-shaped clamping plate and the inside of the H-shaped steel beam, and then the second fixing nut is rotated to fix the second bolt, and the first bolt penetrates through the concave-shaped fixing plate and the inside of the H-shaped steel beam, and the first bolt is fixed by rotating the first fixing nut, so that the H-shaped steel beam is quickly and stably fixed.
Preferably, the equal fixedly connected with gusset plate one in the left and right sides of concave style of calligraphy splint, the central fixedly connected with locating lever of gusset plate one, the surface sliding connection of locating lever has gusset plate two, and the top and the bottom of gusset plate two respectively with the spacing slide fixed connection of one-way fixed plate top and bottom, the one end fixedly connected with baffle of gusset plate one is kept away from to the locating lever, the one end fixedly connected with fixing spring of baffle near gusset plate two, and fixing spring's the other end and the inside fixed connection of gusset plate two, the locating lever is located fixing spring's inside.
Through adopting above-mentioned technical scheme, the one-way fixed plate removes and drives gusset plate two and remove, and gusset plate two remove compression fixed spring, accomplish the removal of following one-way fixed plate, then form an X shape through gusset plate two and gusset plate one, locating lever to increase the stability between type of calligraphy splint and the one-way fixed plate, reach the purpose to the stable stay of H shaped steel roof beam.
Preferably, the two reinforcing plates form an X shape through the positioning rod and the first reinforcing plate, and the positioning rod and the second reinforcing plate are not located on the same horizontal line with the first bolt and the second bolt.
Through adopting above-mentioned technical scheme, gusset plate two pass through locating lever and gusset plate one and form an X shape, are convenient for reach the effect to H shaped steel roof beam outrigger through type I splint, and locating lever and gusset plate two all are not in same water flat line with bolt one, bolt two, prevent that bolt two and bolt one, locating lever, gusset plate two from hindering each other, lead to unable effect to H shaped steel roof beam outrigger.
Preferably, the first bolt and the second bolt are not on the same horizontal line.
Through adopting above-mentioned technical scheme, bolt one is in same level with bolt two, leads to unable effect to reaching the H shaped steel roof beam and stablizes.
Preferably, the fixed threaded rods are arranged in the limiting sliding seat at three equal intervals.
Through adopting above-mentioned technical scheme, be convenient for fixed threaded rod three fixed to H shaped steel roof beam.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the adjusting threaded cylinder drives the one-way fixing plate to move outwards by matching the one-way fixing plate and the adjusting threaded cylinder, the distance between the two one-way fixing plates is adjusted, then the concave-shaped fixing plate and the one-way fixing plate are inserted on the outer surface of the steel pipe concrete column, and the fixing of the steel pipe concrete column, the concave-shaped fixing plate and the one-way fixing plate is completed by the fixing threaded rod II and the fixing threaded rod I, so that the aim of being suitable for the steel pipe concrete columns of various sizes is fulfilled;
2. the H-shaped steel beam is inserted into the limiting slide seat and the concave-shaped clamp plate by matching the H-shaped steel beam, the concave-shaped clamp plate, the first reinforcing plate and the limiting slide seat, the second reinforcing plate is matched with the first reinforcing plate and the first positioning rod to form an X shape, so that the stability between the concave-shaped clamp plate and the one-way fixing plate is improved, and the purpose of stably supporting the H-shaped steel beam is achieved, the third fixing threaded rod, the second fixing nut, the second bolt, the first fixing nut and the first bolt are matched to use, the third rotating fixing threaded rod penetrates through the limiting slide seat and is inserted into the H-shaped steel beam, the second bolt penetrates through the one-way fixing plate, the concave-shaped clamp plate and the H-shaped steel beam, the second fixing nut is rotated to fix the second bolt, the first bolt penetrates through the concave-shaped fixing plate and the inner part of the H-shaped steel beam, the first fixing nut is rotated to fix the first bolt, thereby accomplishing the stable fixation of the H-shaped steel beam.
Drawings
Fig. 1 is a schematic structural view of the inside of the front face of the application example.
Fig. 2 is a schematic structural view in front cross section of an embodiment of the application.
Fig. 3 is a schematic structural view of the left side of the application example.
Fig. 4 is a schematic structural diagram of the left inner part of the application example.
Fig. 5 is an enlarged schematic structural diagram at a in fig. 1 of the application example.
Description of reference numerals: 1. a steel pipe concrete column; 2. fixing a first threaded rod; 3. a concave-shaped fixing plate; 4. adjusting the threaded rod; 5. adjusting the threaded cylinder; 6. a unidirectional fixing plate; 7. fixing a threaded rod II; 8. a limiting sliding seat; 9. an H-shaped steel beam; 10. fixing a threaded rod III; 11. concave splint; 12. a first reinforcing plate; 13. positioning a rod; 14. a second reinforcing plate; 15. a baffle plate; 16. a fixed spring; 17. a first bolt; 18. fixing a first nut; 19. a second bolt; 20. and fixing a second nut.
Detailed Description
The present application is described in further detail below with reference to figures 1-5.
The embodiment of the application discloses assembled structure beam column node connection structure. Referring to fig. 1, an assembled structure beam column node connection structure comprises a steel pipe concrete column 1, wherein fixed threaded cylinders are fixedly connected with the front side, the inner parts of the left side and the right side of the steel pipe concrete column 1, fixed threaded rods I2 are connected with the inner threads of the fixed threaded cylinders, the outer surfaces of the fixed threaded rods I2 are connected with concave-shaped fixed plates 3 through threads, adjusting threaded rods 4 are fixedly connected with the inner parts of the concave-shaped fixed plates 3 on the left side and the right side, adjusting threaded cylinders 5 are connected with the outer surfaces of the adjusting threaded rods 4 through threads, one-way fixed plates 6 are rotatably connected with the outer surfaces of the adjusting threaded cylinders 5, fixed threaded rods II 7 are connected with the inner threads of the one-way fixed plates 6 through threads, and the outer surfaces of the fixed threaded rods II 7 are connected with the inner threads of the fixed threaded cylinders;
as shown in fig. 1-4, the top and the bottom of the one-way fixing plate 6 are fixedly connected with a limiting slide carriage 8, the inside of the limiting slide carriage 8 is connected with an H-shaped steel beam 9 in a sliding manner, the end of the H-shaped steel beam 9 close to the limiting slide carriage 8 is connected with a third fixed threaded rod 10 in a threaded manner, the outer surface of the third fixed threaded rod 10 is connected with the inner thread of the limiting slide carriage 8, the third fixed threaded rod 10 is arranged in the limiting slide carriage 8 at equal intervals, so that the H-shaped steel beam 9 can be fixed by the third fixed threaded rod 10 conveniently, a concave-shaped clamping plate 11 is inserted into the back of the H-shaped steel beam 9, a second bolt 19 is inserted into the concave-shaped clamping plate 11, the outer surface of the second bolt 19 penetrates through the inside of the one-way fixing plate 6 and the H-shaped steel beam 9, the outer surface of the concave-shaped clamping plate 11 is connected with a second fixing nut 20 in a threaded manner, a first bolt 17 is inserted into the H-shaped steel beam 9, and the first bolt 17 penetrates through the concave-shaped fixing plate 3, bolt 17 all is not in same water flat line with bolt two 19, and bolt 17 is in same level with bolt two 19, leads to unable effect to reaching the H shaped steel roof beam 9 and stablizes fixed, and the top threaded connection of bolt 17 has fixation nut 18.
Referring to fig. 1, 4 and 5, a first reinforcing plate 12 is fixedly connected to each of the left and right sides of a first concave-shaped clamping plate 11, a positioning rod 13 is fixedly connected to the center of the first reinforcing plate 12, a second reinforcing plate 14 is slidably connected to the outer surface of the positioning rod 13, the top and bottom of the second reinforcing plate 14 are fixedly connected to a limiting slide 8 at the top and bottom of a one-way fixing plate 6, respectively, the second reinforcing plate 14 and the first reinforcing plate 12 form an X-shape through the positioning rod 13, so that the H-shaped steel beam 9 is stably supported through the first concave-shaped clamping plate 11, the positioning rod 13 and the second reinforcing plate 14 are not in the same horizontal line with the first bolt 17 and the second bolt 19, the second bolt 19 is prevented from interfering with the first bolt 17, the positioning rod 13 and the second reinforcing plate 14, so that the H-shaped steel beam 9 cannot be stably supported, a baffle 15 is fixedly connected to one end of the positioning rod 13 away from the first reinforcing plate 12, baffle 15 be close to the one end fixedly connected with fixed spring 16 of gusset plate two 14, and fixed spring 16's the other end and the inside fixed connection of gusset plate two 14, locating lever 13 is located fixed spring 16's inside, one-way fixed plate 6 removes and drives gusset plate two 14 and remove, gusset plate two 14 removes compression fixed spring 16, the completion follows the removal of one-way fixed plate 6, then through gusset plate two 14 and gusset plate one 12, locating lever 13 forms an X shape, thereby increase the stability between type of calligraphy splint 11 and the one-way fixed plate 6, reach the purpose to the steady support of H shaped steel roof beam 9.
The implementation principle of the beam-column joint connection structure with the assembly structure in the embodiment of the application is as follows: the adjusting threaded cylinder 5 is rotated to drive the one-way fixing plates 6 to move outwards, the distance between the two one-way fixing plates 6 is adjusted, meanwhile, the one-way fixing plates 6 move to drive the second reinforcing plates 14 to move, the second reinforcing plates 14 move to compress the fixing springs 16 to complete the movement following the one-way fixing plates 6, then the concave-shaped fixing plates 3 and the one-way fixing plates 6 are inserted on the outer surface of the steel tube concrete column 1, the rotating fixing threaded rods 7 penetrate through the one-way fixing plates 6 to be inserted into the steel tube concrete column 1, the rotating fixing threaded rods 2 penetrate through the concave-shaped fixing plates 3 to be inserted into the steel tube concrete column 1, the fixing among the steel tube concrete column 1, the concave-shaped fixing plates 3 and the one-way fixing plates 6 is completed, and the purpose of being suitable for steel tube concrete columns 1 of various sizes is achieved;
furthermore, the H-shaped steel beam 9 is inserted into the limiting slide seat 8 and the concave-shaped clamping plate 11, an X shape is formed by the second reinforcing plate 14, the first reinforcing plate 12 and the positioning rod 13, so that the stability between the concave-shaped clamping plate 11 and the one-way fixing plate 6 is improved, the purpose of stably supporting the H-shaped steel beam 9 is achieved, the third rotary fixing threaded rod 10 penetrates through the limiting slide seat 8 and is inserted into the H-shaped steel beam 9, the second bolt 19 penetrates through the one-way fixing plate 6, the concave-shaped clamping plate 11 and the H-shaped steel beam 9, the second bolt 19 is fixed by rotating the second fixing nut 20, the first bolt 17 penetrates through the concave-shaped fixing plate 3 and the H-shaped steel beam 9, and the first bolt 17 is fixed by rotating the first fixing nut 18, so that the H-shaped steel beam 9 is rapidly and stably fixed.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (5)
1. The utility model provides an assembled structure beam column node connection structure, includes steel core concrete column (1), the front and the inside equal fixedly connected with fixed thread section of thick bamboo in left and right side of steel core concrete column (1), the inside threaded connection of a fixed thread section of thick bamboo has fixed threaded rod (2), the surface threaded connection of fixed threaded rod (2) has concave type fixed plate (3), its characterized in that: the left side and the right side of the interior of the concave-shaped fixing plate (3) are fixedly connected with an adjusting threaded rod (4), the outer surface of the adjusting threaded rod (4) is in threaded connection with an adjusting threaded cylinder (5), the outer surface of the adjusting threaded cylinder (5) is rotatably connected with a one-way fixing plate (6), the interior of the one-way fixing plate (6) is in threaded connection with a second fixing threaded rod (7), and the outer surface of the second fixing threaded rod (7) is in threaded connection with the interior of the second fixing threaded cylinder;
the top and the bottom of the one-way fixing plate (6) are fixedly connected with a limiting sliding seat (8), the inside of the limiting sliding seat (8) is connected with an H-shaped steel beam (9) in a sliding mode, the inner thread of one end, close to the limiting sliding seat (8), of the H-shaped steel beam (9) is connected with a third fixed threaded rod (10) in a threaded mode, the outer surface of the third fixed threaded rod (10) is connected with the inner thread of the limiting sliding seat (8) in a threaded mode, a concave-shaped clamping plate (11) is inserted into the back face of the H-shaped steel beam (9), a second bolt (19) is inserted into the concave-shaped clamping plate (11), the outer surface of the second bolt (19) penetrates through the inside of the one-way fixing plate (6) and the inside of the H-shaped steel beam (9), the outer surface of the concave-shaped clamping plate (11) is connected with a second fixing nut (20) in a threaded mode, a first bolt (17) is inserted into the inside of the H-shaped steel beam (9), and the first bolt (17) penetrates through the inside of the concave-shaped fixing plate (3), the top of the first bolt (17) is in threaded connection with a first fixing nut (18).
2. The fabricated structure beam-column joint connection structure of claim 1, wherein: the utility model discloses a fixed spring's fixed spring (16) is fixed on the fixed spring, the equal fixedly connected with gusset plate (12) in the left and right sides of concave style of calligraphy splint (11), the center fixedly connected with locating lever (13) of gusset plate (12), the surface sliding connection of locating lever (13) has gusset plate two (14), and the top and the bottom of gusset plate two (14) respectively with the spacing slide (8) fixed connection of one-way fixed plate (6) top and bottom, the one end fixedly connected with baffle (15) of gusset plate (12) are kept away from in locating lever (13), the one end fixedly connected with fixed spring (16) that are close to gusset plate two (14) of baffle (15), and the other end of fixed spring (16) and the inside fixed connection of gusset plate two (14), locating lever (13) are located the inside of fixed spring (16).
3. The fabricated structure beam-column joint connection structure of claim 2, wherein: the second reinforcing plate (14) and the first reinforcing plate (12) form an X shape through a positioning rod (13), and the positioning rod (13) and the second reinforcing plate (14) are not on the same horizontal line with the first bolt (17) and the second bolt (19).
4. The fabricated structure beam-column joint connection structure of claim 1, wherein: the first bolt (17) and the second bolt (19) are not on the same horizontal line.
5. The fabricated structure beam-column joint connection structure of claim 1, wherein: the third fixed threaded rod (10) is arranged in the limiting sliding seat (8) at equal intervals.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123035940.9U CN216475557U (en) | 2021-12-06 | 2021-12-06 | Assembled structure beam column node connection structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123035940.9U CN216475557U (en) | 2021-12-06 | 2021-12-06 | Assembled structure beam column node connection structure |
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| CN216475557U true CN216475557U (en) | 2022-05-10 |
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| CN202123035940.9U Active CN216475557U (en) | 2021-12-06 | 2021-12-06 | Assembled structure beam column node connection structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116181073A (en) * | 2023-02-10 | 2023-05-30 | 济南庸丰建筑工程有限公司 | Reinforced node member for supporting and reinforcing concrete prefabricated frame steel bar structure and reinforcing method |
-
2021
- 2021-12-06 CN CN202123035940.9U patent/CN216475557U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116181073A (en) * | 2023-02-10 | 2023-05-30 | 济南庸丰建筑工程有限公司 | Reinforced node member for supporting and reinforcing concrete prefabricated frame steel bar structure and reinforcing method |
| CN116181073B (en) * | 2023-02-10 | 2023-10-10 | 新疆川涛建设工程有限公司 | Reinforced node member for supporting and reinforcing concrete prefabricated frame steel bar structure and reinforcing method |
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