CN205035904U - Novel steel construction - Google Patents
Novel steel construction Download PDFInfo
- Publication number
- CN205035904U CN205035904U CN201520761221.0U CN201520761221U CN205035904U CN 205035904 U CN205035904 U CN 205035904U CN 201520761221 U CN201520761221 U CN 201520761221U CN 205035904 U CN205035904 U CN 205035904U
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- section steel
- steel
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Abstract
The utility model relates to a novel steel construction, including first channel -section steel, second channel -section steel, damping device, first channel -section steel set up perpendicularly respectively in the both sides of steel construction, position under in on the centre of first channel -section steel is parallel arrangement second channel -section steel respectively, sets up center support between per two second channel -section steels, center support be " X " type, every port of center support is bent respectively, add on every bending end mouth of center support to establish a connecting plate, connecting plate welding in the mouth of bending, center support's center sets up damping device, fixes center support on second channel -section steel and first channel -section steel through connecting plate fixing bolt. The utility model discloses simple structure, convenient to use, durable antidetonation, province's material saves labour.
Description
Technical field
The utility model relates to a kind of long strands field, particularly a kind of novel steel work.
Background technology
Conventional steel structural system respectively has pluses and minuses and the scope of application, but in anti-seismic performance, all Shortcomings parts, China is the country that earthquake disaster is serious, according to statistics, the whole world is annual approximately there are 5,000,000 secondary earthquakes, wherein 1% is felt earthquake, under severe earthquake action, the easy compressive buckling of compression member in support, cause the depression of bearing force of total system, and cause larger lateral deformation, after macroseism, girder will produce larger plastic strain, be difficult to repair, conventional steel structural system adopts the approach of " firmly anti-" earthquake, by strengthening structure, add the approach such as big cross section and improve structural seismic performance, the cost of structure is significantly improved.
Summary of the invention
It is simple that the purpose of this utility model is to provide a kind of structure, easy to use, the novel steel work of solid antidetonation.
To achieve these goals, the technical solution of the utility model is:
A kind of novel steel work, comprise the first channel-section steel, second channel-section steel, damping device, the first described channel-section steel is vertically installed in the both sides of steel work respectively, the position of the middle upper, middle and lower of the first channel-section steel be arranged in parallel the second channel-section steel respectively, between every two the second channel-section steels, intermediate support is set, described intermediate support is in " X " type, each port bending respectively of intermediate support, each bending port of intermediate support adds a plate, described junction plate is welded in bending mouth, the center of intermediate support arranges damping device, by junction plate set bolt, intermediate support is fixed on the second channel-section steel and the first channel-section steel, described each junction plate is more than at least 1 for fixing bolt.
Further, the end face weld of the second described channel-section steel is connected on the side of the first channel-section steel.
Further, the rear end of the second described channel-section steel and the first channel-section steel solder side arranges reinforcing rib.
Further, described reinforcing rib is " ⊥ " shape and " work " shape.
Further, described intermediate support is connected by welding with between junction plate.
Further, described damping device is damper.
The utility model is a kind of novel steel work, and its beneficial effect is:
A kind of novel steel work of the utility model arranges damping device, damping device has very large energy dissipation capacity, in earthquake, energy rate is introduced into power consumption duty, the earthquake response of earthquake energy and attenuating structure, protection agent structure and component exempt from damage, thus guarantee the safety of structure in strong earthquakes, and be easy to after shake repair or change, building structure is made to recover rapidly to use, its anti-seismic performance is high, simultaneously, the utility model arranges " X " shape intermediate support, strengthen protection, steel work total bearing capacity is strengthened, upper end arranges junction plate, pass through junction plate, intermediate support is fixed on channel-section steel by bolt, be convenient to quick-replaceable like this, and bolt is more than at least 1, the intensity between its joint face can be increased.
Accompanying drawing explanation
Fig. 1 is the structural representation of a kind of novel steel work of the present utility model.
Fig. 2 is the structural representation of the side of a kind of novel steel work of the present utility model.
Attached number in the figure is: 1 is the first channel-section steel, and 2 is the second channel-section steel, and 3 is intermediate support, and 4 is damping device, and 5 is bolt, and 6 is junction plate, and 7 is reinforcing rib.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail:
As shown in Fig. 1 ~ Fig. 2, a kind of novel steel work, comprise the first channel-section steel 1, second channel-section steel 2, damping device 4, the first described channel-section steel 1 is vertically installed in the both sides of steel work respectively, the position of the middle upper, middle and lower of the first channel-section steel 1 be arranged in parallel the second channel-section steel 2 respectively, between every two the second channel-section steels 2, intermediate support 3 is set, described intermediate support 3 is in " X " type, each port bending respectively of intermediate support 3, each bending port of intermediate support 3 adds a plate 6, described junction plate 6 is welded in bending mouth, the center of intermediate support 3 arranges damping device 4, by junction plate 6 set bolt 5, intermediate support 3 is fixed on the second channel-section steel 2 and the first channel-section steel 1, described each junction plate is more than at least 1 for fixing bolt 5.
The end face weld of the second described channel-section steel 2 is connected on the side of the first channel-section steel 1.
The second described channel-section steel 2 and the rear end of the first channel-section steel 1 solder side arrange reinforcing rib 7.
Described reinforcing rib 7 is " ⊥ " shape and " work " shape.
Described intermediate support 3 is connected by welding with between junction plate 6.
Described damping device 4 is damper.
The embodiment of the above, just preferred embodiment of the present utility model, and unrestricted the utility model practical range, therefore all equivalences done according to structure, feature and the principle described in the utility model the scope of the claims change or modify, and all should be included in the utility model claim.
Claims (6)
1. a novel steel work, comprise the first channel-section steel (1), second channel-section steel (2), damping device (4), it is characterized in that, described the first channel-section steel (1) is vertically installed in the both sides of steel work respectively, the position of the middle upper, middle and lower of the first channel-section steel (1) be arranged in parallel the second channel-section steel (2) respectively, between every two the second channel-section steels (2), intermediate support (3) is set, described intermediate support (3) is in " X " type, each port bending respectively of intermediate support (3), each bending port of intermediate support (3) adds a plate (6), described junction plate (6) is welded in bending mouth, the center of intermediate support (3) arranges damping device (4), for fixing bolt (5), intermediate support (3) is fixed on the second channel-section steel (2) and the first channel-section steel (1) by junction plate (6), described each junction plate is more than at least 1 for fixing bolt (5).
2. a kind of novel steel work according to claim 1, is characterized in that, the end face weld of described the second channel-section steel (2) is connected on the side of the first channel-section steel (1).
3. a kind of novel steel work according to claim 1 and 2, is characterized in that, described the second channel-section steel (2) arranges reinforcing rib (7) with the rear end of the first channel-section steel (1) solder side.
4. a kind of novel steel work according to claim 3, is characterized in that, described reinforcing rib (7) is " ⊥ " shape and " work " shape.
5. a kind of novel steel work according to claim 1, is characterized in that, described intermediate support (3) is connected by welding with between junction plate (6).
6. a kind of novel steel work according to claim 1, is characterized in that, described damping device (4) is damper.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520761221.0U CN205035904U (en) | 2015-09-29 | 2015-09-29 | Novel steel construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520761221.0U CN205035904U (en) | 2015-09-29 | 2015-09-29 | Novel steel construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205035904U true CN205035904U (en) | 2016-02-17 |
Family
ID=55294814
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520761221.0U Expired - Fee Related CN205035904U (en) | 2015-09-29 | 2015-09-29 | Novel steel construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205035904U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109487918A (en) * | 2018-11-23 | 2019-03-19 | 智聚装配式绿色建筑创新中心南通有限公司 | A kind of brace type vibration-damping wall |
| CN113863531A (en) * | 2017-10-03 | 2021-12-31 | 帕特克有限公司 | Seismic yield joint |
-
2015
- 2015-09-29 CN CN201520761221.0U patent/CN205035904U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113863531A (en) * | 2017-10-03 | 2021-12-31 | 帕特克有限公司 | Seismic yield joint |
| CN109487918A (en) * | 2018-11-23 | 2019-03-19 | 智聚装配式绿色建筑创新中心南通有限公司 | A kind of brace type vibration-damping wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160217 Termination date: 20210929 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |