CN215519183U - A prefabricated steel structure for a public building hospital - Google Patents
A prefabricated steel structure for a public building hospital Download PDFInfo
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- CN215519183U CN215519183U CN202121348126.XU CN202121348126U CN215519183U CN 215519183 U CN215519183 U CN 215519183U CN 202121348126 U CN202121348126 U CN 202121348126U CN 215519183 U CN215519183 U CN 215519183U
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- steel column
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- slot
- public building
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Abstract
The utility model relates to the technical field of assembly type steel structures and discloses an assembly type steel structure for a public building hospital. This public building hospital uses assembled steel construction, the installation steel column, insert the slot with the crossbeam in, it is the square to make four insert the interlock of riveting, make the crossbeam, it is stable with steel column connection to insert the riveting, play absorbing effect to the mounting panel through setting up of spring and elastic frame, insert the inserted block again in the draw-in groove, be connected through the block of inserted block with the draw-in groove, the spacing groove is connected with the block of stopper, it is stable with steel column connection to make the concatenation post, pass logical groove one with the bolt, logical groove three, tighten with the nut, pass logical groove two with the bolt again, logical groove four, tighten with the nut, fasten the processing to concatenation post and steel column.
Description
Technical Field
The utility model relates to the technical field of assembled steel structures, in particular to an assembled steel structure for public building hospitals.
Background
Assembled steel structure building: the structure system of the building is an assembly type building formed by steel (structure) pieces, the steel structure is a natural assembly type structure, but not all steel structure buildings are assembly type buildings, particularly the assembly type buildings which are not perfect, the steel structure, the enclosure system, the equipment, the pipeline system and the built-in system are harmonious and unified, and the assembly type steel structure building can be obtained, and particularly the assembly type steel structure for public building hospitals.
The beam column node of assembled steel construction mainly adopts the stud welding to connect at present, need tighten a plurality of screws and nut, leads to the workman to install comparatively loaded down with trivial details, and the process is troublesome, makes the installation time extension, and steel frame construction does not have the shock attenuation effect, leads to the steelframe to bear the impact force great.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
Aiming at the defects of the prior art, the utility model provides an assembly type steel structure for public building hospitals, and aims to solve the problems that beam-column nodes of the existing assembly type steel structure are mainly connected by bolt welding, a plurality of screws and nuts need to be screwed, so that the installation of workers is complicated, the process is troublesome, the installation time is prolonged, and the steel frame structure does not have a damping effect, so that the steel frame bears large impact force.
(II) technical scheme
In order to achieve the purpose, the utility model provides the following technical scheme: an assembly type steel structure for public building hospitals comprises a steel column, wherein a slot is formed in the outer side of the steel column, a communicating groove is formed in the outer side of the slot, a cross beam is arranged on the inner side of the slot, an inserting rivet is fixedly mounted on the outer side of the cross beam, a sliding groove is formed in the upper end face of the cross beam, a damping rod is arranged on the inner side of the sliding groove, an elastic frame is arranged at the bottom of the damping rod, a mounting plate is fixedly mounted at the top of the damping rod, a spring is fixedly connected to the bottom of the mounting plate, a limiting block is fixedly mounted on the upper end face of the steel column, a clamping groove is formed in the upper end face of the steel column, a first through groove is formed in the outer side of the steel column, a second through groove is formed in the outer side of the clamping groove, an inserting block is arranged on the inner side of the clamping groove, a third through groove is formed in the outer side of the inserting block, a fourth through groove is formed in the outer side of the inserting block, and a splicing column is fixedly mounted at the top of the inserting block, and the bottom of the splicing column is provided with a limiting groove.
Preferably, four slots are arranged on the vertical central line of the periphery of the steel column, the height of the communicating slot is lower than that of the slots, the communicating slot is in a cross-shaped structure, the communicating slot is connected with the four slots, and the cross beam can be conveniently inserted through the slots.
Preferably, insert and rivet and be mortise-tenon joint with the intercommunication groove, the crossbeam is mortise-tenon joint with the slot, insert and rivet for the right angled triangle structure, insert and rivet and be provided with four, insert the crossbeam in the slot, make four insert and rivet the interlock and be the square, make the crossbeam, insert and rivet and be connected stably with the steel column.
Preferably, the spout is equidistant distribution at the crossbeam, the shock-absorbing rod is muffjoint with the spout, the diameter of spring is greater than the diameter of spout, elasticity frame and spout are sliding connection, and the mounting panel atress pushes down and drives the shock-absorbing rod and push down, make the spring take place deformation, and elasticity frame opens, plays absorbing effect to the mounting panel through setting up of spring and elasticity frame.
Preferably, the stopper is the trapezium structure, the stopper is provided with four, lead to groove one and draw-in groove interconnect, lead to groove two and be located the below that leads to groove one, lead to groove two and lead to groove one relatively perpendicular, through the draw-in groove, be convenient for with the concatenation post concatenation.
Preferably, the insert block is connected with the clamping groove in a clamping mode, the through groove four is located below the through groove three, the limiting groove is connected with the limiting block in a clamping mode, the insert block is connected with the clamping groove in a clamping mode, the splicing column is stably connected with the steel column, the bolt penetrates through the through groove one and the through groove three and is screwed down by the nut, the bolt penetrates through the through groove two and the through groove four and is screwed down by the nut, and the splicing column and the steel column are fastened.
Compared with the prior art, the utility model provides an assembled steel structure for public building hospitals, which has the following beneficial effects:
this public building hospital is with assembled steel construction, the installation steel column, insert the crossbeam in the slot, it is the square to make four insert the interlock of riveting, make the crossbeam, it is stable with steel column connection to insert the riveting, accomplish the horizontal concatenation of device, the mounting panel atress pushes down and drives the shock-absorbing rod and push down, make the spring take place deformation, the elastic frame opens, setting up through spring and elastic frame plays absorbing effect to the mounting panel, insert the inserted block in the draw-in groove again, be connected through the block of inserted block with the draw-in groove, spacing groove is connected with the block of stopper, it is stable to make concatenation post and steel column connection, pass logical groove one with the bolt, logical groove three, tighten with the nut, pass logical groove two again with the bolt, logical groove four, tighten with the nut, fasten processing to concatenation post and steel column, realize the concatenation in the vertical side.
Drawings
FIG. 1 is a schematic perspective view of the present invention;
FIG. 2 is a schematic diagram of an explosive structure according to the present invention;
FIG. 3 is a cross-sectional view of the beam of the present invention;
FIG. 4 is a schematic top view of the communicating channel of the present invention.
Wherein: 1. a steel column; 2. a slot; 3. a communicating groove; 4. a cross beam; 5. inserting and riveting; 6. a chute; 7. a shock-absorbing lever; 8. an elastic frame; 9. mounting a plate; 10. a spring; 11. a limiting block; 12. a card slot; 13. a first through groove; 14. a second through groove; 15. inserting a block; 16. a third through groove; 17. a fourth through groove; 18. splicing the columns; 19. a limiting groove.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-4, an assembled steel structure for public building hospitals comprises a steel column 1, a slot 2, a communicating groove 3, a cross beam 4, an insert rivet 5, a sliding groove 6, a shock-absorbing rod 7, an elastic frame 8, a mounting plate 9, a spring 10, a limiting block 11, a clamping groove 12, a first through groove 13, a second through groove 14, an insert block 15, a third through groove 16, a fourth through groove 17, a splicing column 18 and a limiting groove 19, wherein the slot 2 is formed on the outer side of the steel column 1, the communicating groove 3 is formed on the outer side of the slot 2, the cross beam 4 is arranged on the inner side of the slot 2, the insert rivet 5 is fixedly mounted on the outer side of the cross beam 4, the sliding groove 6 is formed on the upper end surface of the cross beam 4, the shock-absorbing rod 7 is arranged on the inner side of the sliding groove 6, the elastic frame 8 is arranged at the bottom of the shock-absorbing rod 7, the mounting plate 9 is fixedly mounted on the top of the shock-absorbing rod 7, the spring 10 is fixedly connected to the bottom of the mounting plate 9, the limiting block 11 is fixedly mounted to the upper end surface of the steel column 1, draw-in groove 12 has been seted up to the up end of steel column 1, and logical groove 13 has been seted up in the outside of steel column 1, and logical groove two 14 has been seted up in the outside of steel column 1, and the inboard of draw-in groove 12 is provided with inserted block 15, and logical groove three 16 has been seted up in the outside of inserted block 15, and logical groove four 17 has been seted up in the outside of inserted block 15, and the top fixed mounting of inserted block 15 has concatenation post 18, and spacing groove 19 has been seted up to the bottom of concatenation post 18.
Furthermore, four slots 2 are arranged at the vertical central line positions around the steel column 1, the height of the communicating groove 3 is lower than that of the slots 2, the communicating groove 3 is in a cross-shaped structure, the communicating groove 3 is connected with the four slots 2, and the cross beam 4 can be conveniently inserted through the slots 2.
Further, insert and rivet 5 and intercommunication groove 3 and be mortise-tenon joint, crossbeam 4 and slot 2 are mortise-tenon joint, insert and rivet 5 and be the right triangle structure, insert and rivet 5 and be provided with four, insert crossbeam 4 in slot 2, make four insert and rivet 5 interlocks and be the square, make crossbeam 4, insert and rivet 5 and be connected stably with steel column 1.
Further, spout 6 is equidistant distribution at crossbeam 4, and shock-absorbing rod 7 is muffjoint with spout 6, and the diameter of spring 10 is greater than the diameter of spout 6, and elastic frame 8 is sliding connection with spout 6, and mounting panel 9 atress pushes down and drives shock-absorbing rod 7 and push down, makes spring 10 take place deformation, and elastic frame 8 opens, plays absorbing effect to mounting panel 9 through the setting of spring 10 and elastic frame 8.
Furthermore, the limiting block 11 is of a trapezoidal structure, the limiting blocks 11 are provided with four through grooves, the first through groove 13 is connected with the clamping groove 12, the second through groove 14 is located below the first through groove 13, the second through groove 14 is perpendicular to the first through groove 13, and the splicing with the splicing column 18 is facilitated through the clamping groove 12.
Furthermore, the insert block 15 is connected with the clamping groove 12 in a clamping manner, the through groove four 17 is located below the through groove three 16, the limiting groove 19 is connected with the limiting block 11 in a clamping manner, the insert block 15 is connected with the clamping groove 12 in a clamping manner, the splicing column 18 is stably connected with the steel column 1, the bolt penetrates through the through groove one 13 and the through groove three 16 and is screwed down by the nut, the bolt penetrates through the through groove two 14 and the through groove four 17 and is screwed down by the nut, and the splicing column 18 and the steel column 1 are fastened.
When the device is used, firstly, the steel column 1 is installed, the cross beam 4 is inserted into the slot 2, four inserting rivets 5 are meshed to form a square shape, the cross beam 4 is made, the inserting rivets 5 are stably connected with the steel column 1, transverse splicing of the device is completed, the mounting plate 9 is pressed downwards under stress to drive the damping rods 7 to be pressed downwards, the springs 10 are deformed, the elastic frame 8 is opened, the mounting plate 9 is damped through the arrangement of the springs 10 and the elastic frame 8, the inserting blocks 15 are inserted into the clamping grooves 12, the inserting blocks 15 are connected with the clamping grooves 12 in a clamped mode, the limiting grooves 19 are connected with the limiting blocks 11 in a clamped mode, the splicing columns 18 are stably connected with the steel column 1, the bolts penetrate through the first through grooves 13 and the third through grooves 16 and are screwed down by nuts, the bolts penetrate through the second through grooves 14 and the fourth through grooves 17 and are screwed down by the nuts, the splicing columns 18 and the steel column 1 are fastened, and splicing in the vertical direction is realized.
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 utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides an assembled steel construction for public building hospital, includes steel column (1), its characterized in that: the steel column is characterized in that a slot (2) is formed in the outer side of the steel column (1), a communicating groove (3) is formed in the outer side of the slot (2), a cross beam (4) is arranged in the inner side of the slot (2), an inserting rivet (5) is fixedly installed in the outer side of the cross beam (4), a sliding groove (6) is formed in the upper end face of the cross beam (4), a damping rod (7) is arranged in the sliding groove (6), an elastic frame (8) is arranged at the bottom of the damping rod (7), a mounting plate (9) is fixedly installed at the top of the damping rod (7), a spring (10) is fixedly connected to the bottom of the mounting plate (9), a limiting block (11) is fixedly installed on the upper end face of the steel column (1), a clamping groove (12) is formed in the upper end face of the steel column (1), a first through groove (13) is formed in the outer side of the steel column (1), a second through groove (14) is formed in the outer side of the steel column (1), the inboard of draw-in groove (12) is provided with inserted block (15), logical groove three (16) have been seted up in the outside of inserted block (15), logical groove four (17) have been seted up in the outside of inserted block (15), the top fixed mounting of inserted block (15) has concatenation post (18), spacing groove (19) have been seted up to the bottom of concatenation post (18).
2. The fabricated steel structure for public building hospitals according to claim 1, characterized in that: four slots (2) are arranged at the vertical central line positions of the periphery of the steel column (1), the height of the communicating slot (3) is lower than that of the slots (2), the communicating slot (3) is of a cross structure, and the communicating slot (3) is connected with the four slots (2).
3. The fabricated steel structure for public building hospitals according to claim 1, characterized in that: insert and rivet (5) and intercommunication groove (3) and be mortise-tenon joint, crossbeam (4) are mortise-tenon joint with slot (2), insert and rivet (5) and be right angled triangle structure, insert and rivet (5) and be provided with four.
4. The fabricated steel structure for public building hospitals according to claim 1, characterized in that: the sliding groove (6) is distributed at equal intervals on the cross beam (4), the damping rod (7) is connected with the sliding groove (6) in a sleeve mode, the diameter of the spring (10) is larger than that of the sliding groove (6), and the elastic frame (8) is connected with the sliding groove (6) in a sliding mode.
5. The fabricated steel structure for public building hospitals according to claim 1, characterized in that: stopper (11) are the trapezium structure, stopper (11) are provided with four, lead to groove one (13) and draw-in groove (12) interconnect, lead to groove two (14) and be located the below that leads to groove one (13), lead to groove two (14) and lead to groove one (13) relatively perpendicular.
6. The fabricated steel structure for public building hospitals according to claim 1, characterized in that: the insert block (15) is connected with the clamp groove (12) in a clamping mode, the through groove four (17) is located below the through groove three (16), and the limiting groove (19) is connected with the limiting block (11) in a clamping mode.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121348126.XU CN215519183U (en) | 2021-06-17 | 2021-06-17 | A prefabricated steel structure for a public building hospital |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121348126.XU CN215519183U (en) | 2021-06-17 | 2021-06-17 | A prefabricated steel structure for a public building hospital |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215519183U true CN215519183U (en) | 2022-01-14 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121348126.XU Expired - Fee Related CN215519183U (en) | 2021-06-17 | 2021-06-17 | A prefabricated steel structure for a public building hospital |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215519183U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115787928A (en) * | 2022-11-28 | 2023-03-14 | 中国建筑第八工程局有限公司 | Steel structure stiffness column and using method thereof |
| CN116950420A (en) * | 2023-07-31 | 2023-10-27 | 重庆电子工程职业学院 | Assembled building construction method |
-
2021
- 2021-06-17 CN CN202121348126.XU patent/CN215519183U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115787928A (en) * | 2022-11-28 | 2023-03-14 | 中国建筑第八工程局有限公司 | Steel structure stiffness column and using method thereof |
| CN115787928B (en) * | 2022-11-28 | 2025-08-26 | 中国建筑第八工程局有限公司 | A steel structure rigid column and its use method |
| CN116950420A (en) * | 2023-07-31 | 2023-10-27 | 重庆电子工程职业学院 | Assembled building construction method |
| CN116950420B (en) * | 2023-07-31 | 2025-08-12 | 重庆电子工程职业学院 | Assembled building construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220114 |