CN213115628U - Steel support for steel structure building - Google Patents
Steel support for steel structure building Download PDFInfo
- Publication number
- CN213115628U CN213115628U CN202021538236.8U CN202021538236U CN213115628U CN 213115628 U CN213115628 U CN 213115628U CN 202021538236 U CN202021538236 U CN 202021538236U CN 213115628 U CN213115628 U CN 213115628U
- Authority
- CN
- China
- Prior art keywords
- steel
- connecting rod
- shaped steel
- fixedly connected
- structure building
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 114
- 239000010959 steel Substances 0.000 title claims abstract description 114
- 239000000872 buffer Substances 0.000 claims abstract description 17
- 230000035939 shock Effects 0.000 claims abstract description 3
- 238000009434 installation Methods 0.000 claims 2
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 230000000694 effects Effects 0.000 abstract description 2
- 238000000034 method Methods 0.000 abstract description 2
- 239000006173 Good's buffer Substances 0.000 abstract 1
- 238000013016 damping Methods 0.000 description 18
- 230000003139 buffering effect Effects 0.000 description 11
- 238000010276 construction Methods 0.000 description 4
- 230000002349 favourable effect Effects 0.000 description 3
- 239000004567 concrete Substances 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
本实用新型公开了一种钢结构建筑用钢支架，包括固定在支撑座上的T形钢支架，所述T形钢支架的上方活动安装有型钢，所述型钢的底部两侧均固定连接有竖直设置的缓冲连接杆，且缓冲连接杆的底部活动贯穿至T形钢支架的下侧并固定连接有限位端板，所述T形钢支架与型钢的底部之间固定连接有套设在缓冲连接杆上的第一减震弹簧，位于缓冲连接杆内侧的型钢的底部转动连接有对称设置的转动连接杆。本实用新型中，能够使T形钢支架上的型钢具备良好的缓冲效果，有利于提高型钢的抗震性能，以防外界震动过大而导致T形钢支架上的型钢稳定性较差的弊端，从而大大保障了后续使用过程中的安全稳定性。
The utility model discloses a steel bracket for a steel structure building, which comprises a T-shaped steel bracket fixed on a support base, a section steel is movably installed above the T-shaped steel bracket, and both sides of the bottom of the section steel are fixedly connected with Vertically arranged buffer connecting rod, and the bottom of the buffer connecting rod movably penetrates to the lower side of the T-shaped steel bracket and is fixedly connected to the limit end plate. The first shock absorbing spring on the buffer connecting rod, and the bottom of the profile steel located inside the buffer connecting rod is rotatably connected with a symmetrically arranged rotating connecting rod. In the utility model, the profiled steel on the T-shaped steel bracket can have a good buffer effect, which is beneficial to improve the seismic performance of the profiled steel, so as to prevent the disadvantage of poor stability of the profiled steel on the T-shaped steel bracket due to excessive external vibration. Thus, the safety and stability in the subsequent use process are greatly guaranteed.
Description
Technical Field
The utility model relates to a building support processing technology field especially relates to a steel support for steel structure building.
Background
Compared with the traditional concrete building, the steel plate or the section steel replaces reinforced concrete, so that the steel structure building has higher strength and better shock resistance. And because the components can be manufactured in factories and installed on site, the construction period is greatly reduced. Because the steel can be repeatedly used, the construction waste can be greatly reduced, and the steel is more environment-friendly, so the steel is widely adopted by all countries in the world and is applied to industrial buildings and civil buildings. Because a large amount of steel plates or section steel need to be used in the construction process of the steel structure building, steel brackets need to be frequently used in the steel structure building construction in the prior art.
However, the shaped steel among the prior art is that the direct mount is fixed on the steel support for the anti-seismic performance of shaped steel is not good, when receiving the great vibrations in the external world, can cause very big vibrations to the shaped steel on the steel support, makes shaped steel stability on the steel support relatively poor, causes the potential safety hazard in the follow-up use great, for this reason, the utility model provides a steel structure steel support for building is used for solving above-mentioned problem.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the defects existing in the prior art and providing a steel support for steel structure buildings.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a steel support for steel structure building comprises a T-shaped steel support fixed on a supporting seat, section steel is movably mounted above the T-shaped steel support, two sides of the bottom of the section steel are fixedly connected with vertically arranged buffering connecting rods, the bottoms of the buffering connecting rods movably penetrate through the lower side of the T-shaped steel support and are fixedly connected with limiting end plates, first damping springs sleeved on the buffering connecting rods are fixedly connected between the T-shaped steel support and the bottoms of the section steel, the bottoms of the section steel positioned on the inner sides of the buffering connecting rods are rotatably connected with symmetrically arranged rotating connecting rods, a groove is formed in the center of the top of the T-shaped steel support, a horizontally arranged fixed sliding rod is fixedly mounted in the groove, symmetrically arranged moving seats are slidably mounted on the fixed sliding rod, the bottoms of the rotating connecting rods are rotatably connected with the moving seats, and a second damping spring is fixedly connected to one side, close to each other, and the second damping spring is sleeved on the fixed sliding rod.
Preferably, the two rotating connecting rods are integrally in a V-shaped structure.
Preferably, the movable seat is provided with a sliding hole, and the movable seat is sleeved on the fixed sliding rod through the sliding hole in a sliding manner.
Preferably, the inner wall of the bottom of the groove is fixedly provided with a transverse guide rail, the bottoms of the two movable seats are fixedly connected with transverse sliding blocks, and the two transverse sliding blocks are slidably mounted on the transverse guide rail.
Preferably, the two ends of the fixed sliding rod are fixedly welded with mounting connecting plates, and the mounting connecting plates are fixedly connected with the side walls of the grooves through bolts.
Preferably, the T-shaped steel supports positioned on two sides of the groove are provided with vertical holes, and the buffer connecting rod penetrates through the vertical holes and is in sliding connection with the inner walls of the vertical holes.
Compared with the prior art, the beneficial effects of the utility model are that:
in the utility model, when the profile steel is subjected to large external vibration, the profile steel can buffer downward movement, and the profile steel can extrude the first damping spring when buffering downward movement, so that the damping and energy-absorbing effects can be realized through the deformation of the first damping spring; meanwhile, when the profile steel is buffered downwards, the two rotating connecting rods are rotated and drive the moving seats to be close to each other, so that the second damping spring is extruded, and meanwhile, the transverse sliding block and the transverse guide rail perform transverse guiding sliding, so that a part of overlarge vibration force can be further counteracted through the deformation of the second damping spring;
finally, the utility model discloses in, can make shaped steel on the T-shaped steel support possess good buffering effect, be favorable to improving the anti-seismic performance of shaped steel to prevent that external vibrations are too big and lead to the relatively poor drawback of shaped steel stability on the T-shaped steel support, thereby ensured the safety and stability in the follow-up use greatly.
Drawings
Fig. 1 is a schematic structural view of a steel bracket for steel structure construction provided by the utility model;
FIG. 2 is a schematic view of the structure of the present invention in detail;
fig. 3 is a schematic cross-sectional structure view of the movable seat and the fixed slide rod of the present invention.
In the figure: the device comprises a T-shaped steel support, 2-shaped steel, 3 supporting seats, 4 buffering connecting rods, 5 limiting end plates, 6 first damping springs, 7 rotating connecting rods, 8 moving seats, 9 second damping springs, 10 fixed sliding rods, 11 sliding holes, 12 transverse sliding blocks, 13 transverse guide rails, 14 vertical holes, 15 grooves and 16 mounting connecting plates.
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.
Referring to fig. 1-3, a steel bracket for steel structure building comprises a T-shaped steel bracket 1 fixed on a support base 3, wherein a section steel 2 is movably installed above the T-shaped steel bracket 1, both sides of the bottom of the section steel 2 are fixedly connected with vertically arranged buffer connecting rods 4, the bottoms of the buffer connecting rods 4 movably penetrate through the lower side of the T-shaped steel bracket 1 and are fixedly connected with a limit end plate 5, a first damping spring 6 sleeved on the buffer connecting rods 4 is fixedly connected between the bottom of the T-shaped steel bracket 1 and the bottom of the section steel 2, the bottom of the section steel 2 positioned at the inner side of the buffer connecting rods 4 is rotatably connected with symmetrically arranged rotating connecting rods 7, a groove 15 is arranged at the center of the top of the T-shaped steel bracket 1, a horizontally arranged fixed slide bar 10 is fixedly installed in the groove 15, and symmetrically arranged moving seats 8 are slidably installed on the, and the bottom of the rotating connecting rod 7 is rotatably connected with the moving seats 8, one side of each moving seat 8, which is close to each other, is also fixedly connected with a second damping spring 9, and the second damping spring 9 is sleeved on the fixed sliding rod 10. The utility model discloses in, can make shaped steel 2 on the T-shaped steel support 1 possess good buffering effect, be favorable to improving shaped steel 2's anti-seismic performance to prevent that external vibrations are too big and lead to the relatively poor drawback of shaped steel 2 stability on the T-shaped steel support 1, thereby ensured the safety and stability in the follow-up use greatly.
In this example, the two said rotating connecting rods 7 are integrally in a "V" shaped configuration.
In this example, the movable base 8 is provided with a sliding hole 11, and the movable base 8 is slidably sleeved on the fixed sliding rod 10 through the sliding hole 11.
In this example, a transverse guide rail 13 is fixedly arranged on the inner wall of the bottom of the groove 15, a transverse sliding block 12 is fixedly connected to the bottom of each of the two movable seats 8, and the two transverse sliding blocks 12 are slidably mounted on the transverse guide rail 13.
In this example, the two ends of the fixed slide bar 10 are fixedly welded with mounting connection plates 16, and the mounting connection plates 16 are fixedly connected with the side walls of the grooves 15 through bolts.
In this example, the T-shaped steel brackets 1 on both sides of the groove 15 are provided with vertical holes 14, and the buffer connecting rod 4 penetrates through the vertical holes 14 and is slidably connected with the inner walls of the vertical holes 14.
In the utility model, when the section steel 2 is subjected to large external vibration, the section steel 2 can buffer downward movement, and the section steel 2 can extrude the first damping spring 6 during the downward buffering movement, so that the damping and energy-absorbing functions can be realized through the deformation of the first damping spring 6; meanwhile, when the section steel 2 performs downward buffering movement, the two rotating connecting rods 7 are also rotated and drive the moving seats 8 to approach each other, so that the second damping springs 9 are extruded, and meanwhile, the transverse sliding blocks 12 and the transverse guide rails 13 perform transverse guiding sliding, so that a part of overlarge vibration force can be further counteracted through the deformation of the second damping springs 9; finally, can make shaped steel 2 on the T-shaped steel support 1 possess good buffering effect, be favorable to improving shaped steel 2's anti-seismic performance to prevent that external vibrations are too big and lead to the relatively poor drawback of shaped steel 2 stability on the T-shaped steel support 1, thereby ensured the safety and stability in the follow-up use greatly.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (6)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021538236.8U CN213115628U (en) | 2020-07-28 | 2020-07-28 | Steel support for steel structure building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021538236.8U CN213115628U (en) | 2020-07-28 | 2020-07-28 | Steel support for steel structure building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213115628U true CN213115628U (en) | 2021-05-04 |
Family
ID=75681172
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021538236.8U Active CN213115628U (en) | 2020-07-28 | 2020-07-28 | Steel support for steel structure building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213115628U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116163408A (en) * | 2023-03-09 | 2023-05-26 | 周锦 | Anti-seismic assembled building |
-
2020
- 2020-07-28 CN CN202021538236.8U patent/CN213115628U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116163408A (en) * | 2023-03-09 | 2023-05-26 | 周锦 | Anti-seismic assembled building |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN212715645U (en) | Anti-seismic steel beam structure | |
| CN107780338B (en) | Shock insulation device for track bridge | |
| CN213115628U (en) | Steel support for steel structure building | |
| CN214574887U (en) | Novel assembled shear wall structure power consumption device | |
| CN112282471B (en) | Beam-column connecting node based on steel strand net piece and embedded part | |
| CN220768422U (en) | Anti-seismic base of constructional engineering steel structure | |
| CN204475567U (en) | A kind of Anti-seismic building structure seam structure | |
| CN110593088A (en) | Public road bridge beam supports that shock absorption performance is good gives sound insulation | |
| CN214696057U (en) | Anti-seismic steel structure convenient to adjust level | |
| CN214657681U (en) | Structure is built to antidetonation room | |
| CN213061682U (en) | High-damping shock absorption and isolation comb plate type telescopic device | |
| CN213625190U (en) | Public road bridge roof beam support of moving away to avoid possible earthquakes based on bridge security performance | |
| CN223119219U (en) | A seismic-resistant corridor structure | |
| CN211597167U (en) | Damping device for building structure design | |
| CN219638156U (en) | Anti-seismic support for building | |
| CN114776749A (en) | High-efficiency damping spring shock absorber | |
| CN216007272U (en) | Anti-seismic building steel structure | |
| CN217840404U (en) | Shock-absorbing connecting structure for high-rise building | |
| CN223780999U (en) | A type of earthquake-resistant partition wall for subway stations | |
| CN219157965U (en) | Steel structure supporting base with damping function | |
| CN223535905U (en) | A steel structure building with earthquake resistance | |
| CN212742176U (en) | Urban viaduct beam damping support | |
| CN219240929U (en) | Civil air defense building shock-absorbing support column | |
| CN215258843U (en) | Electromechanical device damping device | |
| CN219509507U (en) | Sliding door for building factory building |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240906 Address after: 463700 Dongchengou, Mazhuang Village Committee, Guanzhuang Town, Biyang County, Zhumadian City, Henan Province Patentee after: Yang Zhengyi Country or region after: China Address before: 238000 intersection of Chaoning road and Xiuhu Road, Huashan Industrial Park, Chaohu Economic Development Zone, Hefei City, Anhui Province Patentee before: Hefei Chuangxin building materials Co.,Ltd. Country or region before: China |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20250107 Address after: Room 2301, Unit 1, Building 3, No. 11 Xinhong Road, Laoshan District, Qingdao City, Shandong Province, China 266000 Patentee after: Qingdao Zhonghe Run Construction Group Co.,Ltd. Country or region after: China Address before: 463700 Dongchengou, Mazhuang Village Committee, Guanzhuang Town, Biyang County, Zhumadian City, Henan Province Patentee before: Yang Zhengyi Country or region before: China |