CN213143470U

CN213143470U - Shock-resistant steel structure

Info

Publication number: CN213143470U
Application number: CN202021815037.7U
Authority: CN
Inventors: 王晓伟
Original assignee: Changzhou Guowei Steel Structure Co ltd
Current assignee: Changzhou Guowei Steel Structure Co ltd
Priority date: 2020-08-27
Filing date: 2020-08-27
Publication date: 2021-05-07
Anticipated expiration: 2030-08-27

Abstract

The utility model discloses an antidetonation steel construction, including the diaphragm, the top of diaphragm is provided with the shock pad, the top of shock pad is provided with the roof, the first connecting block of the equal fixedly connected with in both sides of diaphragm bottom, the first stiffener of pin rod fixedly connected with is passed through to the bottom of first connecting block, and the bottom of first stiffener is passed through pin rod fixedly connected with second connecting block. The utility model discloses a diaphragm, the shock pad, the roof, first connecting block, first stiffener, the second connecting block, a vertical plate, the second stiffener, the third stiffener, the cooperation of third connecting block and fourth connecting block, the purpose that has the additional strengthening has been realized, can strengthen fixedly to the steel construction, the intensity of steel construction has been improved, thereby avoid leading to damaging because of vibrations, the user is felt to the experience of steel construction has been improved, satisfy the demand in current market, the practicality and the usability of steel construction have been improved, the problem that the steel construction did not have the additional strengthening in the past has been solved.

Description

Shock-resistant steel structure

Technical Field

The utility model relates to a steel construction technical field specifically is an antidetonation steel construction.

Background

The steel construction is the structure of compriseing steel material, be one of main building structure type, the structure mainly comprises girder steel that shaped steel and steel sheet etc. were made, the steel column, component such as steel truss constitutes, and adopt silanization, pure manganese bonderizing, washing is dried, rust cleaning rust-resistant technology such as zinc-plating, but steel construction in the past does not have additional strengthening mostly, can not strengthen fixedly to the steel construction, the intensity of steel construction has been reduced, lead to damaging because of vibrations easily, the user has been reduced to the experience of steel construction and has felt, can not satisfy the demand in current market, because of the problem that exists above, the practicality and the usability of steel construction have been reduced, an antidetonation steel construction has been promoted to the pertinence.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide an antidetonation steel construction possesses the advantage that possess additional strengthening, has solved the problem that the steel construction does not have additional strengthening in the past.

In order to achieve the above object, the utility model provides a following technical scheme: an anti-seismic steel structure comprises a transverse plate, a shock pad is arranged at the top of the transverse plate, a top plate is arranged at the top of the shock pad, the two sides of the bottom of the transverse plate are fixedly connected with first connecting blocks, the bottom of each first connecting block is fixedly connected with a first reinforcing rod through a pin rod, the bottom of the first reinforcing rod is fixedly connected with a second connecting block through a pin rod, the surface of the second connecting block is fixedly connected with a vertical plate, a second reinforcing rod and a third reinforcing rod are arranged on one side opposite to the vertical plate, the second reinforcing rod and the third reinforcing rod are movably connected through a rotating rod, the tops of the second reinforcing rod and the third reinforcing rod are fixedly connected with a third connecting block through pin rods, the bottom of second stiffener and third stiffener all is through round pin pole fixedly connected with fourth connecting block, the surface of third connecting block and fourth connecting block all is connected with the fixed surface of riser.

Preferably, the both sides at diaphragm top are the equal fixedly connected with thread bush, first through-hole has all been seted up to the both sides at roof top, the inner chamber of first through-hole is provided with first bolt, the threaded end of first bolt and the inner wall threaded connection of thread bush.

Preferably, the top of riser seted up threaded hole, the second through-hole has all been seted up to the both sides at diaphragm top, the inner chamber of second through-hole is provided with the second bolt, the threaded end of second bolt and the inner wall threaded connection of threaded hole.

Preferably, the left side of the front face of the top plate is provided with a groove, and the inner wall of the groove is fixedly connected with a nameplate.

Preferably, third through holes are formed in two sides of the bottom of the top plate, and third bolts are arranged in inner cavities of the third through holes.

Compared with the prior art, the beneficial effects of the utility model are as follows:

1. the utility model discloses a diaphragm, the shock pad, the roof, first connecting block, first stiffener, the second connecting block, a vertical plate, the second stiffener, the third stiffener, the cooperation of third connecting block and fourth connecting block, the purpose that has the additional strengthening has been realized, can strengthen fixedly to the steel construction, the intensity of steel construction has been improved, thereby avoid leading to damaging because of vibrations, the user is felt to the experience of steel construction has been improved, satisfy the demand in current market, the practicality and the usability of steel construction have been improved, the problem that the steel construction did not have the additional strengthening in the past has been solved.

2. The utility model discloses a set up thread bush, first through-hole and first bolt for connect and fix diaphragm and roof, through setting up screw hole, second through-hole and second bolt, be used for connecting and fixing diaphragm and riser, through setting up the recess, be used for acceping the data plate, through setting up the data plate, be used for marking the specification information of steel construction, through setting up the third through-hole, be used for acceping the third bolt, through setting up the third bolt, be used for strengthening fixedly to the steel construction.

Drawings

FIG. 1 is a schematic structural view of the present invention;

FIG. 2 is a front view of the structure of the present invention;

fig. 3 is an enlarged schematic view of a portion of the structure of fig. 1 according to the present invention.

In the figure: 1. a transverse plate; 2. a shock pad; 3. a top plate; 4. a first connection block; 5. a first reinforcement bar; 6. a second connecting block; 7. a vertical plate; 8. a second reinforcement bar; 9. a third reinforcement bar; 10. a third connecting block; 11. a fourth connecting block; 12. a threaded sleeve; 13. a first through hole; 14. a first bolt; 15. a threaded hole; 16. a second through hole; 17. a second bolt; 18. a groove; 19. a nameplate; 20. a third through hole; 21. and a third bolt.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

Referring to fig. 1-3, an anti-seismic steel structure comprises a transverse plate 1, a shock pad 2 is arranged on the top of the transverse plate 1, a top plate 3 is arranged on the top of the shock pad 2, first connecting blocks 4 are fixedly connected to both sides of the bottom of the transverse plate 1, first reinforcing rods 5 are fixedly connected to the bottoms of the first connecting blocks 4 through pin rods, second connecting blocks 6 are fixedly connected to the bottoms of the first reinforcing rods 5 through pin rods, vertical plates 7 are fixedly connected to the surfaces of the second connecting blocks 6, second reinforcing rods 8 and third reinforcing rods 9 are arranged on the opposite sides of the vertical plates 7, the second reinforcing rods 8 and the third reinforcing rods 9 are movably connected through rotating rods, third connecting blocks 10 are fixedly connected to the tops of the second reinforcing rods 8 and the third reinforcing rods 9 through pin rods, fourth connecting blocks 11 are fixedly connected to the bottoms of the second reinforcing rods 8 and the third reinforcing rods 9 through pin rods, and the surfaces of the third connecting blocks 10 and the fourth connecting blocks 11 are fixedly connected to the surfaces of the vertical plates 7, both sides of the top of the transverse plate 1 are fixedly connected with threaded sleeves 12, both sides of the top plate 3 are provided with first through holes 13, an inner cavity of each first through hole 13 is provided with a first bolt 14, a threaded end of each first bolt 14 is in threaded connection with the inner wall of each threaded sleeve 12, the top of the vertical plate 7 is provided with a threaded hole 15, both sides of the top of the transverse plate 1 are provided with second through holes 16, an inner cavity of each second through hole 16 is provided with a second bolt 17, a threaded end of each second bolt 17 is in threaded connection with the inner wall of each threaded hole 15, the front left side of the top plate 3 is provided with a groove 18, the inner wall of each groove 18 is fixedly connected with a nameplate 19, both sides of the bottom of the top plate 3 are provided with third through holes 20, an inner cavity of each third through hole 20 is provided with a third bolt 21, the transverse plate 1 and the top plate 3 are connected and, The second through hole 16 and the second bolt 17 are used for connecting and fixing the transverse plate 1 and the vertical plate 7, the groove 18 is used for accommodating the nameplate 19, the nameplate 19 is used for marking the specification information of the steel structure, the third through hole 20 is used for accommodating the third bolt 21, the third bolt 21 is used for reinforcing and fixing the steel structure, the transverse plate 1, the shock pad 2, the top plate 3, the first connecting block 4, the first reinforcing rod 5, the second connecting block 6, the vertical plate 7, the second reinforcing rod 8, the third reinforcing rod 9, the third connecting block 10 and the fourth connecting block 11 are matched, the purpose of having a reinforcing structure is achieved, the steel structure can be reinforced and fixed, the strength of the steel structure is improved, the damage caused by vibration is avoided, the experience of a user on the steel structure is improved, and the requirements of the current market are met, the practicality and the usability of steel construction have been improved, have solved the problem that the steel construction did not have additional strengthening in the past.

During the use, form first triangle-shaped through 5 cooperation diaphragms 1 and riser 7 of first stiffener, strengthen fixedly diaphragm 1 and riser 7 through triangular stability to improve the shock resistance of steel construction, form second and third triangle-shaped through second stiffener 8 and the cooperation montant of third stiffener 9, strengthen fixedly through triangular stability to riser 7, stability when improving riser 7 and using, thereby improve the shock resistance of steel construction.

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

1. The utility model provides an antidetonation steel construction, includes diaphragm (1), its characterized in that: the top of diaphragm (1) is provided with shock pad (2), the top of shock pad (2) is provided with roof (3), equal fixedly connected with first connecting block (4) in both sides of diaphragm (1) bottom, first stiffener (5) of round pin pole fixedly connected with are passed through to the bottom of first connecting block (4), round pin pole fixedly connected with second connecting block (6) is passed through to the bottom of first stiffener (5), the fixed surface of second connecting block (6) is connected with riser (7), the relative one side of riser (7) is provided with second stiffener (8) and third stiffener (9), second stiffener (8) and third stiffener (9) are through bull stick swing joint, round pin pole fixedly connected with third connecting block (10) are all passed through at the top of second stiffener (8) and third stiffener (9), the bottom of second stiffener (8) and third stiffener (9) is all through round pin pole fixedly connected with fourth connecting block (10), round pin pole fixedly connected with fourth The surfaces of the third connecting block (10) and the fourth connecting block (11) are fixedly connected with the surface of the vertical plate (7).

2. An earthquake-resistant steel structure according to claim 1, characterized in that: the improved structure of the diaphragm is characterized in that threaded sleeves (12) are fixedly connected to two sides of the top of the diaphragm (1), first through holes (13) are formed in two sides of the top plate (3), first bolts (14) are arranged in inner cavities of the first through holes (13), and threaded ends of the first bolts (14) are in threaded connection with inner walls of the threaded sleeves (12).

3. An earthquake-resistant steel structure according to claim 1, characterized in that: threaded hole (15) are seted up at the top of riser (7), second through-hole (16) have all been seted up to the both sides at diaphragm (1) top, the inner chamber of second through-hole (16) is provided with second bolt (17), the inner wall threaded connection of the screw thread end and the threaded hole (15) of second bolt (17).

4. An earthquake-resistant steel structure according to claim 1, characterized in that: a groove (18) is formed in the left side of the front face of the top plate (3), and a nameplate (19) is fixedly connected to the inner wall of the groove (18).

5. An earthquake-resistant steel structure according to claim 1, characterized in that: third through holes (20) are formed in the two sides of the bottom of the top plate (3), and third bolts (21) are arranged in inner cavities of the third through holes (20).