CN202208970U - A-shaped steel structure and steel structure bridge composed of A-shaped steel structure - Google Patents
A-shaped steel structure and steel structure bridge composed of A-shaped steel structure Download PDFInfo
- Publication number
- CN202208970U CN202208970U CN2011202778921U CN201120277892U CN202208970U CN 202208970 U CN202208970 U CN 202208970U CN 2011202778921 U CN2011202778921 U CN 2011202778921U CN 201120277892 U CN201120277892 U CN 201120277892U CN 202208970 U CN202208970 U CN 202208970U
- Authority
- CN
- China
- Prior art keywords
- steel
- steel structure
- steel column
- support
- column
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 133
- 239000010959 steel Substances 0.000 title claims abstract description 133
- 238000010276 construction Methods 0.000 claims description 7
- 238000009413 insulation Methods 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract description 3
- 238000010521 absorption reaction Methods 0.000 abstract 1
- 238000005260 corrosion Methods 0.000 abstract 1
- 230000035939 shock Effects 0.000 description 3
- 230000002745 absorbent Effects 0.000 description 2
- 239000002250 absorbent Substances 0.000 description 2
- 230000002421 anti-septic effect Effects 0.000 description 2
- 230000008878 coupling Effects 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- 238000004134 energy conservation Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 230000029058 respiratory gaseous exchange Effects 0.000 description 2
- 238000001228 spectrum Methods 0.000 description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical group [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses an A-shaped steel structure and a steel structure bridge composed of the A-shaped steel structure. The A-shaped steel structure is characterized in that a support frame is in the A-shaped steel frame structure which is a reversed r-shaped framework composed of a first support steel column and a second support steel column. The bottoms of the first support steel column and the second support steel column are respectively provided with footings, the first support steel column and the second support steel column are provided with a plurality of position holes, and a third steel column is a transverse steel column which is fixed on the two support steel columns through a fixing device. The A-shaped steel structure and the steel structure bridge composed of the A-shaped steel structure have good anti-corrosion performance and functions of heat insulation, sound insulation and water-proof damp-proof broken bridge, effectively solve the problem of gaps and noises generated by expansion of the steel structure, improve quake-proof strain capacity and absorption performance, have a remarkable effect on scientization of steel structure residences, and have a wide application range.
Description
Technical field
The utility model belongs to building iron structure and steel structure bridge field, the steel structure bridge of particularly a kind of A font steel structure and composition thereof.
Background technology
Steel structural integrated house is built quick, efficient, energy-conservation, safety and comfort with the aspect that builds a bridge with it, and especially anti-seismic performance is excellent, become dwelling house and built bridge industry inevitable development trend, but steel house also improves the stage in development at present.The rectangle steel inwall is short service life, builds deficiencies such as limitation is big, anticorrosion difficulty.
The utility model content
The utility model technical problem to be solved provides a kind of quick, efficient, energy-conservation, safety and comfort, especially the excellent steel structure of anti-seismic performance bracing frame.
A kind of A font steel structure, bracing frame is an A font frame construction, and A font frame construction supports steel column by the first support steel column, second and forms chevron shaped framework, and the first support steel column, second supports the steel column bottom and is respectively equipped with footing,
Support steel column at the first support steel column, second a plurality of location holes are set, the 3rd steel column is horizontal steel column, and laterally steel column is fixed on two support steel columns through fastening devices.
Described steel structure bracing frame, wherein, the centre of supporting steel column at the first support steel column, second is provided with a transverse support bar respectively.
Described steel structure bracing frame, wherein, laterally the two ends of steel column are fixed between two support steel columns.
Described steel structure bracing frame, wherein, laterally an end of steel column is fixed on two to support on the steel columns other end unsettled.
Described steel structure bracing frame wherein, is provided with vibration abatement at the end that supports steel column.
A kind of steel structure bridge comprises to have at least more than two and wants 1 described A font steel structure to connect and compose through connecting the steel structure like right.
The utility model is owing to adopted A font steel structure, and making the anti-seismic performance of steel building or steel structure bridge is that anti-seismic performance is best in the building, particularly " A steel work ".The steel structure bracing frame of the utility model has adopted elasticity to be flexible coupling, and has absorbed seismic wave stress effectively, makes the unlikely distortion of steel structure.The steel of the utility model makes up to build and can reach 10 grades of degree of splitting and set up defences.
The advantage of the utility model: have good antiseptic property and heat insulation, waterproof and dampproof bridge cut-off, shock resistance function; Slit and noise that steel work breathing produces have been solved effectively; And antidetonation adaptability to changes, absorbent properties have been improved; Scientific significant effect, the range of application wide spectrum of playing to steel house.Through the adjustment height of adjusting bracket on bracing frame, can reach the purpose of the steel member absolute altitude of being installed that adjustment sets up on it, have highly convenient, the advantage accurately of adjustment.
Description of drawings
Fig. 1 is the cross section structure sketch map of the utility model embodiment one;
Fig. 2 is the cross section structure sketch map of the utility model embodiment two;
Fig. 3 is the utility model steel structure bridge construction sketch map.
The specific embodiment
As scheme l, shown in Figure 2, and a kind of A font steel structure, bracing frame is an A font frame construction, and A font frame construction supports steel column 5 by the first support steel column 1, second and forms chevron shaped framework, and the first support steel column 1, second supports steel column 5 bottoms and is respectively equipped with footing,
Support steel column 1, second first and support steel column 52, the three steel columns of a plurality of location holes are set is horizontal steel columns 3, laterally steel column 3 is fixed on two through fastening devices and supports on the steel columns.
Described steel structure bracing frame, wherein, the centre of supporting steel column at the first support steel column, second is provided with a transverse support bar respectively.
Described steel structure bracing frame, wherein, laterally the two ends of steel column are fixed between two support steel columns.
Described steel structure bracing frame, wherein, laterally an end of steel column is fixed on two to support on the steel columns other end unsettled.
Described steel structure bracing frame wherein, is provided with vibration abatement 4 at the end that supports steel column.
As shown in Figure 3, a kind of steel structure bridge comprises to have at least more than two and wants 1 described A font steel structure to connect and compose through connecting the steel structure like right; Under normal conditions, two or three or 4 A font steel structures are set, they are arranged according to certain order; Between these A font steel structures, connect through connecting steel structure 6; So just formed, steel structure bridge is for better control earthquake; Strengthen shock resistance, A font steel structure the end of support steel column be provided with vibration abatement 4.
The utility model is owing to adopted A font steel structure, and making the anti-seismic performance of steel building or steel structure bridge is that anti-seismic performance is best in the building, particularly " A steel work ".The steel structure bracing frame of the utility model has adopted elasticity to be flexible coupling, and has absorbed seismic wave stress effectively, makes the unlikely distortion of steel structure.The steel of the utility model makes up to build and can reach 10 grades of degree of splitting and set up defences.
The advantage of the utility model: have good antiseptic property and heat insulation, waterproof and dampproof bridge cut-off, shock resistance function; Slit and noise that steel work breathing produces have been solved effectively; And antidetonation adaptability to changes, absorbent properties have been improved; Scientific significant effect, the range of application wide spectrum of playing to steel house.Through the adjustment height of adjusting bracket on bracing frame, can reach the purpose of the steel member absolute altitude of being installed that adjustment sets up on it, have highly convenient, the advantage accurately of adjustment.
Claims (6)
1. an A font steel structure is characterized in that, bracing frame is an A font frame construction, and A font frame construction supports steel column by the first support steel column, second and forms chevron shaped framework, and the first support steel column, second supports the steel column bottom and is respectively equipped with footing,
Support steel column at the first support steel column, second a plurality of location holes are set, the 3rd steel column is horizontal steel column, and laterally steel column is fixed on two support steel columns through fastening devices.
2. A font steel structure according to claim 1 is characterized in that, the centre of supporting steel column at the first support steel column, second is provided with a transverse support bar respectively.
3. A font steel structure according to claim 1 is characterized in that, laterally the two ends of steel column are fixed between two support steel columns.
4. A font steel structure according to claim 1 is characterized in that, laterally an end of steel column is fixed on two to support on the steel columns other end unsettled.
5. A font steel structure according to claim 1 is characterized in that, is provided with vibration abatement at the end that supports steel column.
6. a steel structure bridge is characterized in that, comprises to have at least more than two A font steel structure as claimed in claim 1 connect and compose through connecting the steel structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011202778921U CN202208970U (en) | 2011-08-02 | 2011-08-02 | A-shaped steel structure and steel structure bridge composed of A-shaped steel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011202778921U CN202208970U (en) | 2011-08-02 | 2011-08-02 | A-shaped steel structure and steel structure bridge composed of A-shaped steel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202208970U true CN202208970U (en) | 2012-05-02 |
Family
ID=45988522
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011202778921U Expired - Fee Related CN202208970U (en) | 2011-08-02 | 2011-08-02 | A-shaped steel structure and steel structure bridge composed of A-shaped steel structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202208970U (en) |
-
2011
- 2011-08-02 CN CN2011202778921U patent/CN202208970U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206916997U (en) | Wall is waved in a kind of ductility power consumption | |
| CN202767284U (en) | Interlayer damper shear wall | |
| CN110344502B (en) | Buckling-restrained low-frequency vibration isolation rubber support | |
| CN103821248A (en) | Limit connecting rod type low frequency vibration isolation energy-consumption support | |
| CN106638288A (en) | Energy-dissipation and seismic-mitigation bridge support | |
| CN205742594U (en) | A kind of installation node of wall board connector and wallboard | |
| CN1963060A (en) | Lead and buckling-restrained supporting composite energy dissipation device and method for making same | |
| CN101619599A (en) | Oval face steel ball building earthquake-resistant structure | |
| CN103206028A (en) | Embedded energy-dissipating module of coupled shear wall and using method of embedded energy-dissipating module of coupled shear wall | |
| CN202208970U (en) | A-shaped steel structure and steel structure bridge composed of A-shaped steel structure | |
| CN206529686U (en) | A kind of energy-dissipating and shock-absorbing bridge pad | |
| CN202248259U (en) | C-shaped steel structure supporting frame | |
| CN205804663U (en) | building damping device | |
| CN206971868U (en) | A kind of half waveform buckling restrained brace structure | |
| CN202500086U (en) | Green shock absorption and vibration attenuation bridge tower | |
| CN203160420U (en) | H-shaped steel-structure support frame and H-shaped steel-structure bridge thereof | |
| CN203129323U (en) | Y-shaped steel-structure supporting frame | |
| CN203129326U (en) | X-shaped steel-structure supporting frame | |
| CN204311572U (en) | A kind of vertical earthquake isolating bearing | |
| CN203639811U (en) | Annular steel wire rope laminated rubber composite seismic mitigation and absorption support | |
| CN203129325U (en) | V-shaped steel-structure supporting frame | |
| CN203668819U (en) | Annular steel wire rope steel spherical composite damping support | |
| CN203022121U (en) | D-shaped steel structure support frame | |
| CN202248257U (en) | E-shaped support frame with steel structure and a house bracket comprising E-shaped support frame | |
| CN202248258U (en) | F-shaped supporting frame for steel structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: SHENZHEN GOLDEN CENTURY ENGINEERING INDUSTRIAL CO. Free format text: FORMER OWNER: ZHANG SHUHONG Effective date: 20121102 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 311701 HANGZHOU, ZHEJIANG PROVINCE TO: 518000 SHENZHEN, GUANGDONG PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20121102 Address after: Luohu District Baoan road Shenzhen city Guangdong province 518000 No. 3083 Caiwuwei development building 2101 Patentee after: Shenzhen Golden Century Engineering Industry Co., Ltd. Address before: Anyang Chunan County of Hangzhou City, Zhejiang province 311701 Xiang Bai Shan Ping Yuan Cun Mai No. 2 Patentee before: Zhang Shuhong |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120502 Termination date: 20120802 |