CN202530565U - H-shaped steel structure support frame - Google Patents
H-shaped steel structure support frame Download PDFInfo
- Publication number
- CN202530565U CN202530565U CN2012200616965U CN201220061696U CN202530565U CN 202530565 U CN202530565 U CN 202530565U CN 2012200616965 U CN2012200616965 U CN 2012200616965U CN 201220061696 U CN201220061696 U CN 201220061696U CN 202530565 U CN202530565 U CN 202530565U
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- support column
- steel
- column
- steel structure
- bracing frame
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 78
- 239000010959 steel Substances 0.000 title claims abstract description 78
- 238000010276 construction Methods 0.000 claims description 7
- 238000009413 insulation Methods 0.000 abstract description 6
- 238000010521 absorption reaction Methods 0.000 abstract 1
- 230000008602 contraction Effects 0.000 abstract 1
- 230000007797 corrosion Effects 0.000 abstract 1
- 238000005260 corrosion Methods 0.000 abstract 1
- 230000029058 respiratory gaseous exchange Effects 0.000 description 6
- 230000035939 shock Effects 0.000 description 4
- 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
- 230000007812 deficiency Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000004134 energy conservation Methods 0.000 description 2
- 230000001105 regulatory effect Effects 0.000 description 2
- 238000001228 spectrum Methods 0.000 description 2
- 239000004566 building material Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 239000005028 tinplate Substances 0.000 description 1
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Abstract
The utility model discloses an H-shaped steel structure support frame. The whole support frame is of an H-shaped framework structure, the support frame comprises a first support column and a second support column which are arranged in parallel, a transverse connecting column is arranged between the first support column and the second support column, each of the first support column and the second support column is respectively provided with three steel columns which are arranged in parallel, and a cross beam, an oblique beam and three steel columns are arranged among the three steel columns for forming a framework structure of which the section is of the shape of an isoceles triangle by connection. The H-shaped steel structure support frame disclosed by the utility model has good corrosion resistance, heat insulation, sound insulation, waterproof and moisture-proof broken bridge functions, effectively eliminates the gaps and noise caused by expansion and contraction of a steel structure, improves the earthquake-proof strain force and absorption performance, plays a significant role in realizing the science of a steel structure residence, and has a broad-spectrum range of application.
Description
Technical field
The utility model belongs to building material field, and particularly a kind of steel building is with H font steel structure bracing frame.
Background technology
Steel structural integrated house is built quick, efficient, energy-conservation, safety and comfort with it, and especially anti-seismic performance is excellent, has become the housing industry inevitable development trend, but steel house also improves the stage in development at present.What traditional steel work mainly was divided into general steel work is main with H steel column and M, Z steel column.Anticorrosion is main with common antirust spraying; Another kind is thin-walled ultralight steel (being commonly called as zinc-plated tin plate); Also having a kind of is the rectangle steel that developed recently gets up.Traditional above-mentioned three kinds on anticorrosion, on the life-span, the scene installs, uses and also exist many deficiencies on the scientific rationality.Be difficult to resolve like generous, anticorrosion poor, hard to manage, the cold and hot bridge that expands with heat and contract with cold of general steel construction wall and determine; Poor, the easy wriggling of thin-walled ultralight hardness of steel, complex process; 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 H font steel structure bracing frame; Bracing frame integral body is H font frame construction; Bracing frame comprises first support column that laterally arranges, second support column, and a horizontal joint pin is set between first support column, second support column, and first support column, second support column are respectively equipped with three steel columns that laterally arrange; Crossbeam and cant beam are set between three steel columns, and three steel columns connect into the frame construction that the cross section is an isosceles triangle.
Described steel structure bracing frame, first support column, the second support column inboard all are provided with an adjustable support plate, are equipped with a plurality of adjustment holes on each adjustable support plate; It is two that adjusting bracket is set; Each adjusting bracket two ends is equipped with fixing hole; The adjustment hole of two adjustable support plates on the fixing hole of each adjusting bracket through two ends and two steel columns that are oppositely arranged is connected, and the adjustment adjusting bracket can change the height of adjusting bracket on the adjustable support plate of steel column with the adjustment hole connection of diverse location of connection adjustable support plate; The surface of steel column is provided with anticorrosive coat, outside anticorrosive coat, is compounded with elasticity bridge cut-off layer on inside and outside two surfaces of steel column.
Described steel structure bracing frame, first support column, second support column bottom are provided with vibration abatement respectively.On first support column, second support column position adjustments hole is set respectively.
The utility model has been regulated the breathing STRESS VARIATION effectively owing to adopted elasticity bridge cut-off layer.Simultaneously, elasticity bridge cut-off layer has good heat-insulating property, makes the temperature difference of steel structure less, has obtained better controlled, big breathing phenomenon can not occur.
The anti-seismic performance of steel building is that anti-seismic performance is best in the building, but the seismic shock when earthquake takes place also can cause the distortion of steel structure.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 9 grades of degree of splitting and set up defences.
The advantage of the utility model: have good antiseptic property and heat insulation, sound 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 first support column cross section structure sketch map in the utility model.
The specific embodiment
As scheme l and shown in Figure 2; A kind of H font steel structure bracing frame; Bracing frame integral body is H font frame construction; Bracing frame comprises laterally arrange first support column 1, second support column 3, between first support column 1, second support column 3, horizontal joint pin 2, the first support columns is set, second support column is respectively equipped with three steel columns that laterally arrange; Promptly first steel column 21, second steel column 22, the 3rd steel column 23, between first steel column 21, second steel column 22, the 3rd steel column 23, crossbeam and cant beam are set, three steel columns connect into the frame construction that the cross section is an isosceles triangle.On first support column, second support column position adjustments hole 4 is set respectively.
Described steel structure bracing frame, first support column, the second support column inboard all are provided with an adjustable support plate, are equipped with a plurality of adjustment holes on each adjustable support plate; It is two that adjusting bracket is set; Each adjusting bracket two ends is equipped with fixing hole; The adjustment hole of two adjustable support plates on the fixing hole of each adjusting bracket through two ends and two steel columns that are oppositely arranged is connected, and the adjustment adjusting bracket can change the height of adjusting bracket on the adjustable support plate of steel column with the adjustment hole connection of diverse location of connection adjustable support plate; The surface of steel column is provided with anticorrosive coat, outside anticorrosive coat, is compounded with elasticity bridge cut-off layer on inside and outside two surfaces of steel column.
Described steel structure bracing frame, first support column, second support column bottom are provided with vibration abatement 5 respectively.
The utility model has been regulated the breathing STRESS VARIATION effectively owing to adopted elasticity bridge cut-off layer.Simultaneously, elasticity bridge cut-off layer has good heat-insulating property, makes the temperature difference of steel structure less, has obtained better controlled, big breathing phenomenon can not occur.
The anti-seismic performance of steel building is that anti-seismic performance is best in the building, particularly " cage steel work ".But the seismic shock when earthquake takes place also can cause the distortion of steel structure.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 9 grades of degree of splitting and set up defences.
The advantage of the utility model: have good antiseptic property and heat insulation, sound 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 (4)
1. H font steel structure bracing frame; It is characterized in that bracing frame integral body is H font frame construction, bracing frame comprises first support column that laterally arranges, second support column; One horizontal joint pin is set between first support column, second support column; First support column, second support column are respectively equipped with three steel columns that laterally arrange, and crossbeam and cant beam are set between three steel columns, and three steel columns connect into the frame construction that the cross section is an isosceles triangle.
2. steel structure bracing frame according to claim 1 is characterized in that, first support column, the second support column inboard all are provided with an adjustable support plate, are equipped with a plurality of adjustment holes on each adjustable support plate; It is two that adjusting bracket is set; Each adjusting bracket two ends is equipped with fixing hole; The adjustment hole of two adjustable support plates on the fixing hole of each adjusting bracket through two ends and two steel columns that are oppositely arranged is connected, and the adjustment adjusting bracket can change the height of adjusting bracket on the adjustable support plate of steel column with the adjustment hole connection of diverse location of connection adjustable support plate; The surface of steel column is provided with anticorrosive coat, outside anticorrosive coat, is compounded with elasticity bridge cut-off layer on inside and outside two surfaces of steel column.
3. steel structure bracing frame according to claim 1 is characterized in that, first support column, second support column bottom are provided with vibration abatement respectively.
4. steel structure bracing frame according to claim 1 is characterized in that, on first support column, second support column position adjustments hole is set respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200616965U CN202530565U (en) | 2012-02-24 | 2012-02-24 | H-shaped steel structure support frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200616965U CN202530565U (en) | 2012-02-24 | 2012-02-24 | H-shaped steel structure support frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202530565U true CN202530565U (en) | 2012-11-14 |
Family
ID=47131760
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012200616965U Expired - Fee Related CN202530565U (en) | 2012-02-24 | 2012-02-24 | H-shaped steel structure support frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202530565U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104213724A (en) * | 2014-08-13 | 2014-12-17 | 华北水利水电大学 | Track traffic project passageway |
-
2012
- 2012-02-24 CN CN2012200616965U patent/CN202530565U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104213724A (en) * | 2014-08-13 | 2014-12-17 | 华北水利水电大学 | Track traffic project passageway |
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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: SHANGHAI STEELHILL INDUSTRY GROUP CO., LTD. Free format text: FORMER OWNER: ZHEJIANG NORMAL UNIVERSITY Effective date: 20121227 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| C53 | Correction of patent for invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Liu Changjiang Inventor before: Chen Xi Inventor before: Zhu Chungeng |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 321004 JINHUA, ZHEJIANG PROVINCE TO: 201111 MINHANG, SHANGHAI Free format text: CORRECT: INVENTOR; FROM: CHEN XI ZHU CHUNGENG TO: LIU CHANGJIANG |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20121227 Address after: 201111 Shanghai city Minhang District Kunyang Road No. 1368 Patentee after: Shanghai steehill industry (Group) Co., Ltd. Address before: 321004 Zhejiang province Jinhua City Yingbin Road No. 688 (Zhejiang Normal University) Patentee before: Zhejiang Normal University |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121114 Termination date: 20140224 |