CN212956949U - High-rise building girder steel structure - Google Patents
High-rise building girder steel structure Download PDFInfo
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- CN212956949U CN212956949U CN201922193064.9U CN201922193064U CN212956949U CN 212956949 U CN212956949 U CN 212956949U CN 201922193064 U CN201922193064 U CN 201922193064U CN 212956949 U CN212956949 U CN 212956949U
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Abstract
The utility model discloses a high-rise building girder steel structure, including the steel column, the preceding lateral wall symmetry fixedly connected with lug of steel column, the preceding lateral wall of steel column are equipped with the girder steel, the lateral wall and the girder steel clearance fit of lug, and the inside wall of girder steel is equipped with the frame, and the lateral wall fixedly connected with of threaded rod changes the handle, the inside wall symmetry fixedly connected with inner mass of frame, the center department fixedly connected with thread piece of inner mass, the inner chamber and the threaded rod threaded connection of thread piece. The utility model discloses set up a high-rise building girder steel structure, when using with girder steel and steel column laminating earlier, can run through the girder steel at the in-process lug of laminating, the threaded rod can carry out threaded connection with lug threaded connection when rotating, the threaded rod can run through the lug and carry out threaded connection with the fillet of screw simultaneously, can consolidate when steel column and girder steel assemble, avoids unstable when the assembly, conveniently carries out subsequent assembly.
Description
Technical Field
The utility model relates to a building technical field specifically is a high-rise building girder steel structure.
Background
The steel structure is a structure formed by steel materials, is one of main building structure types, and the steel has the characteristics of high strength, light dead weight, good overall rigidity and strong deformation resistance, so the steel structure is particularly suitable for building large-span, ultrahigh and overweight buildings, but can be used for attaching steel beams to steel columns during assembly, but is unstable during assembly and can influence subsequent assembly, and therefore the steel beam structure for the high-rise building is provided.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a high-rise building girder steel structure to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a high-rise building girder steel structure, includes the steel column, the preceding lateral wall symmetry fixedly connected with lug of steel column, the preceding lateral wall of steel column is equipped with the girder steel, the lateral wall and the girder steel clearance fit of lug, the inside wall of girder steel is equipped with the frame, the lateral wall symmetry threaded connection of frame has the threaded rod, the lateral wall fixedly connected with of threaded rod changes the handle, the lateral wall and the lug threaded connection of threaded rod, the inside wall symmetry fixedly connected with inner mass of frame, the center department fixedly connected with fillet of screw of inner mass, the inner chamber and the threaded rod threaded connection of fillet of screw.
Compared with the prior art, the beneficial effects of the utility model are that: the utility model discloses set up a high-rise building girder steel structure, laminate girder steel and steel column earlier when using, can run through the girder steel at the in-process lug of laminating, then place the frame in the girder steel inner chamber, rotate and change the handle, the threaded rod can carry out threaded connection with lug threaded connection when rotating, the threaded rod can run through the lug and carry out threaded connection with the fillet, can consolidate when steel column and girder steel assemble, avoids unstable when the assembly, conveniently carries out subsequent assembly.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a detailed view of the frame of fig. 1.
Fig. 3 is a detailed view of the structure of the outer panel of fig. 1.
In the figure: 1. the steel column, 2, a bump, 3, a steel beam, 4, a frame, 5, an inner block, 6, a thread block, 7, a threaded rod, 8, a rotating handle, 9, a reinforcing rod, 10, a rubber layer, 11, an outer plate, 12, a spring, 13, a push plate, 14, an inner rod, 15, a baffle, 16 and a roller.
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, the present invention provides a technical solution: a steel beam structure of a high-rise building comprises a steel column 1, wherein the front side wall of the steel column 1 is symmetrically and fixedly connected with a convex block 2, the front side wall of the steel column 1 is provided with a steel beam 3, the outer side wall of the convex block 2 is in clearance fit with the steel beam 3, the inner side wall of the steel beam 3 is provided with a frame 4, the outer side wall of the frame 4 is symmetrically and threadedly connected with a threaded rod 7, the outer side wall of the threaded rod 7 is fixedly connected with a rotating handle 8, the side wall of the threaded rod 7 is threadedly connected with the convex block 2, the inner side wall of the frame 4 is symmetrically and fixedly connected with an inner block 5, the center of the inner block 5 is fixedly connected with a threaded block 6, the inner cavity of the threaded block 6 is threadedly connected with the threaded rod 7, the steel beam 3 is firstly attached to the steel column 1 when in use, the convex block 2 penetrates through the steel beam 3, then the, simultaneously threaded rod 7 can run through lug 2 and carry out threaded connection with screw block 6, can consolidate when steel column 1 and girder steel 3 assemble, avoids unstable when the assembly, conveniently carries out subsequent assembly.
Particularly, symmetrical fixedly connected with stiffener 9 between the inside wall of two interior blocks 5, stiffener 9 can make the support of interior block 5 more firm, improves the stability of interior block 5.
Particularly, the lateral wall symmetry fixedly connected with rubber layer 10 of frame 4, the lateral wall and the girder steel 3 of rubber layer 10 laminate mutually, and rubber layer 10 can make 4 both sides of frame softer, avoids frame 4 and 3 laminating wearing and tearing of girder steel, the effectual life who improves frame 4.
Particularly, preceding lateral wall fixedly connected with planking 11 of steel column 1, the top lateral wall fixedly connected with spring 12 of planking 11, the top lateral wall fixedly connected with push pedal 13 of spring 12, the top lateral wall of push pedal 13 and girder steel 3 laminate mutually, when girder steel 3 assembles, push pedal 13 is promoted by spring 12, and push pedal 13 can laminate with girder steel 3, can make the more steady support of girder steel 3.
Particularly, interior pole 14 of bottom lateral wall symmetry fixedly connected with of push pedal 13, the lateral wall and the 11 clearance fit of planking of interior pole 14, the bottom lateral wall fixedly connected with baffle 15 of interior pole 14, when spring 12 promoted push pedal 13, interior pole 14 can slide at 11 inner chambers of planking, can make spring 12's promotion more steady, avoids appearing the skew when promoting, prevents to influence spring 12's promotion, is spacing by baffle 15 simultaneously, prevents that interior pole 14 from breaking away from planking 11 when sliding.
Particularly, the inner chamber symmetry of push pedal 13 is equipped with ball 16, and ball 16's lateral wall and steel column 1 laminate mutually, and ball 16 can rotate at push pedal 13 inner chamber, and is more steady when push pedal 13 removes, avoids push pedal 13 both sides and the laminating of steel column 1, prevents that wearing and tearing from appearing in push pedal 13.
The working principle is as follows: laminate girder steel 3 and steel column 1 earlier when using, girder steel 3 can be run through at the in-process lug 2 of laminating, then place frame 4 at girder steel 3 inner chambers, laminate threaded rod 7 and frame 4 again, rotate and change 8, threaded rod 7 can carry out threaded connection with lug 2 when rotating, threaded rod 7 can run through lug 2 and carry out threaded connection with thread block 6 simultaneously, can consolidate when steel column 1 assembles with girder steel 3, avoid unstable when the assembly, conveniently carry out subsequent assembly.
Claims (6)
1. The utility model provides a high-rise building girder steel structure, includes steel column (1), its characterized in that: the utility model discloses a steel column, including steel column (1), the preceding lateral wall symmetry fixedly connected with lug (2) of steel column (1), the preceding lateral wall of steel column (1) is equipped with girder steel (3), the lateral wall and girder steel (3) clearance fit of lug (2), the inside wall of girder steel (3) is equipped with frame (4), the lateral wall symmetry threaded connection of frame (4) has threaded rod (7), the lateral wall fixedly connected with of threaded rod (7) changes (8), the lateral wall and lug (2) threaded connection of threaded rod (7), the inside wall symmetry fixedly connected with inner block (5) of frame (4), fixedly connected with thread block (6) are located at the center of inner block (5), the inner chamber and the threaded rod (7) threaded connection of thread block (6).
2. A high-rise building steel beam structure according to claim 1, wherein: and reinforcing rods (9) are symmetrically and fixedly connected between the inner side walls of the two inner blocks (5).
3. A high-rise building steel beam structure according to claim 1, wherein: the outer side wall of the frame (4) is symmetrically and fixedly connected with a rubber layer (10), and the outer side wall of the rubber layer (10) is attached to the steel beam (3).
4. A high-rise building steel beam structure according to claim 1, wherein: the front side wall of the steel column (1) is fixedly connected with an outer plate (11), the top side wall of the outer plate (11) is fixedly connected with a spring (12), the top side wall of the spring (12) is fixedly connected with a push plate (13), and the top side wall of the push plate (13) is attached to the steel beam (3).
5. The high-rise building steel beam structure according to claim 4, wherein: the inner rod (14) is symmetrically and fixedly connected to the bottom side wall of the push plate (13), the outer side wall of the inner rod (14) is in clearance fit with the outer plate (11), and the baffle (15) is fixedly connected to the bottom side wall of the inner rod (14).
6. The high-rise building steel beam structure according to claim 4, wherein: the inner cavity of the push plate (13) is symmetrically provided with balls (16), and the side walls of the balls (16) are attached to the steel column (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922193064.9U CN212956949U (en) | 2019-12-09 | 2019-12-09 | High-rise building girder steel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922193064.9U CN212956949U (en) | 2019-12-09 | 2019-12-09 | High-rise building girder steel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212956949U true CN212956949U (en) | 2021-04-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922193064.9U Active CN212956949U (en) | 2019-12-09 | 2019-12-09 | High-rise building girder steel structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212956949U (en) |
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2019
- 2019-12-09 CN CN201922193064.9U patent/CN212956949U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20230826 Address after: 710000 No. 1 Lixing Road, Daixin Industrial Park, Daiwang Street Office, Lintong District, Xi'an City, Shaanxi Province Patentee after: Shaanxi Bo'an Weiye Construction Engineering Co.,Ltd. Address before: 223800 Design Department of Zongyue construction engineering company, b2030 Times Square, Sucheng District, Suqian City, Jiangsu Province Patentee before: Zhang Yanhong |
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| TR01 | Transfer of patent right |