CN202559528U - Novel strong aseismatic steel structure - Google Patents
Novel strong aseismatic steel structure Download PDFInfo
- Publication number
- CN202559528U CN202559528U CN2012201296235U CN201220129623U CN202559528U CN 202559528 U CN202559528 U CN 202559528U CN 2012201296235 U CN2012201296235 U CN 2012201296235U CN 201220129623 U CN201220129623 U CN 201220129623U CN 202559528 U CN202559528 U CN 202559528U
- Authority
- CN
- China
- Prior art keywords
- vertical beam
- steel structure
- aseismatic
- bracing frame
- novel strong
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model belongs to the technical field of steel structure engineering, in particular relates to a novel strong aseismatic steel structure which comprises an I-shaped steel vertical beam and an I-shaped steel horizontal beam arranged at one side of the vertical beam, L-shaped support frames for fixing the horizontal beam on the vertical beam are respectively arranged on the upper side and the lower side at the end of the horizontal beam, and reinforcing ribs are arranged in the middle of the inner sides of the L-shaped support frames. The novel strong aseismatic steel structure can solve the defect that the aseismatic performance of junctions of the traditional steel structure engineering is common, is convenient to maintain, obvious in bearing capability, and safe and reliable in structure.
Description
Technical field
The utility model belongs to the structural steelwork technical field, refers in particular to a kind of novel strong antidetonation formed steel construction.
Background technology
Steel work has the intensity height, from heavy and light, series of advantages such as anti-seismic performance is good, speed of application is fast, ground cost saving, area occupied is little, industrialization degree is high, good looking appearance; Comparing it with concrete structure is environment-friendly type; And can utilize once more, also be the structure that is easy to industrialization.In the steel building member process, the connected node between crossbeam and the vertical beam is the key position of whole engineering.At present, the anti-seismic performance of the node structure that generally adopts in the structural steelwork is comparatively general, and when suffering disaster such as earthquake, node is destroyed easily, connects to change difficulty relatively, and has supporting capacity to be higher than to be connected the bearing capacity of vertical beam.
Summary of the invention
To the deficiency that exists in the background technology, the purpose of the utility model is to provide a kind of anti-seismic performance superior, and it is easy to connect replacing, and comparatively outstanding, the safe and reliable steel-structure beam-column node mechanism of supporting capacity.
For realizing above-mentioned purpose; The utility model provides following technical scheme: a kind of novel strong antidetonation formed steel construction; Comprise i iron vertical beam and the i iron crossbeam that is arranged on vertical beam one side; The upper and lower both sides of said beam-end are separately installed with crossbeam are fixed on the L type bracing frame on the vertical beam, and the inboard middle part of L type bracing frame is provided with reinforcing rib.
The long slab of above-mentioned L type bracing frame fits in a side of vertical beam, and through bolt locking, the short slab of L type bracing frame fits in a side of crossbeam, and through bolt locking.
Above-mentioned reinforcing rib is a triangular plate.
The beneficial effect that the utility model is compared prior art is: the anti-seismic performance of the utility model is comparatively outstanding, and when suffering disasters such as earthquake, node can bear bigger destructive power, and it is simple in structure, and is easy to maintenance, and supporting capacity is superior.
Description of drawings
Fig. 1 is the structural representation of the utility model.
Label implication among the figure: 1-vertical beam; 2-L type bracing frame; The 3-reinforcing rib; The 4-bolt; The 5-crossbeam; The long slab of 21-L type bracing frame; The short slab of 22-L type bracing frame.
The specific embodiment
Below in conjunction with accompanying drawing and embodiment, the specific embodiment of the utility model is described in further detail.Following examples are used to explain the utility model, but are not used for limiting the scope of the utility model.
As shown in Figure 1; A kind of novel strong antidetonation formed steel construction; Comprise i iron vertical beam 1 and the i iron crossbeam 5 that is arranged on vertical beam 1 one sides; The upper and lower both sides of said crossbeam 5 ends are separately installed with crossbeam 5 are fixed on the L type bracing frame 2 on the vertical beam 1, and L type bracing frame 2 inboard middle parts are provided with reinforcing rib 3.
The long slab 21 of above-mentioned L type bracing frame fits in a side of vertical beam 1, and through bolt 4 lockings, the short slab 22 of L type bracing frame fits in a side of crossbeam 5, and through bolt 4 lockings.
Above-mentioned reinforcing rib 3 is a triangular plate.
The above only is the preferred implementation of the utility model; Should be understood that; For those skilled in the art; Under the prerequisite that does not break away from the utility model know-why, can also make some improvement and modification, these improvement and modification also should be regarded as the protection domain of the utility model.
Claims (3)
1. novel strong antidetonation formed steel construction; Comprise i iron vertical beam and the i iron crossbeam that is arranged on vertical beam one side; It is characterized in that: the upper and lower both sides of said beam-end are separately installed with crossbeam are fixed on the L type bracing frame on the vertical beam, and the inboard middle part of L type bracing frame is provided with reinforcing rib.
2. a kind of novel strong antidetonation formed steel construction according to claim 1, it is characterized in that: the long slab of described L type bracing frame fits in a side of vertical beam, and through bolt locking, the short slab of L type bracing frame fits in a side of crossbeam, and through bolt locking.
3. a kind of novel strong antidetonation formed steel construction according to claim 1, it is characterized in that: described reinforcing rib is a triangular plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201296235U CN202559528U (en) | 2012-03-30 | 2012-03-30 | Novel strong aseismatic steel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201296235U CN202559528U (en) | 2012-03-30 | 2012-03-30 | Novel strong aseismatic steel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202559528U true CN202559528U (en) | 2012-11-28 |
Family
ID=47209196
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012201296235U Expired - Fee Related CN202559528U (en) | 2012-03-30 | 2012-03-30 | Novel strong aseismatic steel structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202559528U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104452965A (en) * | 2014-11-06 | 2015-03-25 | 安徽鸿路钢结构(集团)股份有限公司 | Meshing type stable steel framework |
| CN105366558A (en) * | 2015-12-14 | 2016-03-02 | 天津亨通利铁道工程机械配件有限公司 | Upright post and track cross beam connection structure of assembled maintenance room |
| CN106013495A (en) * | 2016-07-13 | 2016-10-12 | 大连理工大学 | Arc damper for node energy consumption and shock absorption of prefabricated structure |
| CN109386525A (en) * | 2017-08-09 | 2019-02-26 | 森科嘉株式会社 | The reinforcement structure and strengthening part for the structural body being made of column and beam |
| CN110700406A (en) * | 2019-10-17 | 2020-01-17 | 韶关市欧姆机电设备有限公司 | Anti-seismic profile steel structure for building |
-
2012
- 2012-03-30 CN CN2012201296235U patent/CN202559528U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104452965A (en) * | 2014-11-06 | 2015-03-25 | 安徽鸿路钢结构(集团)股份有限公司 | Meshing type stable steel framework |
| CN105366558A (en) * | 2015-12-14 | 2016-03-02 | 天津亨通利铁道工程机械配件有限公司 | Upright post and track cross beam connection structure of assembled maintenance room |
| CN106013495A (en) * | 2016-07-13 | 2016-10-12 | 大连理工大学 | Arc damper for node energy consumption and shock absorption of prefabricated structure |
| CN109386525A (en) * | 2017-08-09 | 2019-02-26 | 森科嘉株式会社 | The reinforcement structure and strengthening part for the structural body being made of column and beam |
| CN110700406A (en) * | 2019-10-17 | 2020-01-17 | 韶关市欧姆机电设备有限公司 | Anti-seismic profile steel structure for building |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202559528U (en) | Novel strong aseismatic steel structure | |
| CN203878778U (en) | Concrete-filled rectangular steel tube column and steel beam steel bar type node with extended end plates | |
| CN204252285U (en) | Assembling energy-dissipating type bean column node | |
| CN102251602A (en) | Anti-seismic damper of shearing type opening soft steel building structure | |
| CN203308068U (en) | Wall-attached builder's jack | |
| CN202090458U (en) | Anti-vibration damper of shear perforated mild steel building structure | |
| CN202809885U (en) | Energy dissipation wall structure | |
| CN204040236U (en) | A kind of Novel U-shaped steel plate energy consuming mechanism | |
| CN103334373B (en) | A kind of ribbed arch bridge Horizontal Seismic new structural system containing buckling restrained brace | |
| CN104652644A (en) | Connecting beam energy consumption device | |
| CN104674944A (en) | Novel recoverable functional frame-supporting structure system | |
| CN204001930U (en) | The main material bracing means of electric power tower | |
| CN203546584U (en) | Pier foundation seismic isolation structure | |
| CN102191822A (en) | Shearing type parallel mild steel quake-proof damper for building structures | |
| CN202090457U (en) | Shearing earthquake-resistant damper for architectural structure with mild steels in parallel | |
| CN202248947U (en) | Cover board structure for floor preserved hole | |
| CN211257387U (en) | Damping device convenient to remove and change | |
| CN213417828U (en) | Bracket beam system for foundation pit | |
| CN204590258U (en) | A kind ofly be suitable for the lower end that box-shaped support is connected with i-shaped roof beam and build node | |
| CN209429271U (en) | A kind of steel structure supporting column | |
| CN203640161U (en) | Building vertical column system | |
| CN203346779U (en) | Novel rib arch bridge transverse aseismic structure system with buckling restrained braces | |
| CN204081139U (en) | Light steel integrated house shear wall | |
| CN104372872A (en) | Assembling-type multipurpose steel plate shear wall | |
| CN205558030U (en) | Crossbeam structure for assembly type structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| DD01 | Delivery of document by public notice |
Addressee: Zhejiang Zhiyuan Steel Structure Project Co., Ltd. Document name: Notification of Termination of Patent Right |
|
| DD01 | Delivery of document by public notice | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121128 Termination date: 20170330 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |