CN202248260U - F-shaped steel structure support bracket and house bracket formed by same - Google Patents
F-shaped steel structure support bracket and house bracket formed by same Download PDFInfo
- Publication number
- CN202248260U CN202248260U CN2011203649824U CN201120364982U CN202248260U CN 202248260 U CN202248260 U CN 202248260U CN 2011203649824 U CN2011203649824 U CN 2011203649824U CN 201120364982 U CN201120364982 U CN 201120364982U CN 202248260 U CN202248260 U CN 202248260U
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- support column
- steel
- bracing frame
- steel structure
- bracket
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- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 66
- 239000010959 steel Substances 0.000 title claims abstract description 66
- 238000009413 insulation Methods 0.000 abstract description 6
- 230000035939 shock Effects 0.000 abstract description 4
- 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 4
- 230000002745 absorbent Effects 0.000 description 2
- 239000002250 absorbent Substances 0.000 description 2
- 230000002421 anti-septic effect Effects 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
- 239000000203 mixture Substances 0.000 description 2
- 238000001228 spectrum Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
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Abstract
The utility model discloses an F-shaped steel structure support bracket and a house bracket formed by the same, wherein the support bracket is integrally an F-shaped frame structure and includes a fixed pile, a second support column arranged on the fixed pile, a third support column arranged at the middle part of the second support column and a fourth support column arranged at the top of the second support column; the fixed pile, the third support column and the fourth support column are arranged in parallel; and the cross sections of the fixed pile, the second support column, the third support column and the fourth support column are isosceles triangles. The F-shaped steel structure support bracket and the house bracket formed by the same have excellent corrosion resistance, thermal insulation, sound insulation and waterproof and dampproof broken bridge functions, effectively avoids the gap and the noise produced by the expansion and the contraction of the steel structure, improves the shock-resistant strain force and absorption performance, is significant in enabling the steel structure house to be scientific, and has wide application range.
Description
Technical field
The utility model belongs to steel structure field of materials, the scaffolding of particularly a kind of F Zee bar steel Z structure bracing frame and composition thereof.
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 F steel column and F, Z steel column.Anticorrosion is main with common antirust spraying; Another kind is a thin-walled ultralight steel; 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 F Zee bar steel Z structure bracing frame, bracing frame integral body is F glyph framework structure, and bracing frame comprises spud pile, be arranged on second support column on the spud pile, be arranged on the 3rd support column at second support column middle part, and the 4th support column is arranged on the top of second support column; Spud pile, the 3rd support column, the 4th support column laterally arrange, and wherein spud pile, second support column, the 3rd support column, the 4th support column cross section are isosceles triangle.
Described steel structure bracing frame wherein, is provided with vibration abatement on the spud pile.
Described steel structure bracing frame, wherein, second support column, the 3rd support column, the 4th support column are provided with the position adjustments hole respectively.
Described steel structure bracing frame, wherein, second support column, the 3rd support column, the 4th support column are made up of three steel columns that laterally arrange respectively, and crossbeam, cant beam are set between three steel columns.
A kind of scaffolding, four F Zee bar steel Z structure bracing frames as claimed in claim 1 are fixed into the scaffolding with square structure through fastening devices.
Between two F Zee bar steel Z structure bracing frames of correspondence setting, connect through the connector that is arranged on F Zee bar steel Z structure bracing frame top.
Described steel structure bracing frame wherein, is fixed through adjusting nut between the spud pile and second support column.
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.
The specific embodiment
As shown in Figure 1; A kind of F Zee bar steel Z structure bracing frame; Bracing frame integral body is F glyph framework structure, bracing frame comprises spud pile 8, be arranged on second support column 3 on the spud pile 8, be arranged on second support 3 posts middle part the 3rd support column 2, the four support columns 1 be arranged on the top of second support column 3; Spud pile 8, the 3rd support column 2, the 4th support column 1 laterally arrange, and wherein spud pile 8, second support column 3, the 3rd support column 2, the 4th support column 1 cross section are isosceles triangle.
Described steel structure bracing frame wherein, is provided with vibration abatement 5 on the spud pile.
Described steel structure bracing frame, wherein, second support column 3, the 3rd support column 2, the 4th support column 1 are provided with position adjustments hole 6 respectively.
Described steel structure bracing frame, wherein, second support column, the 3rd support column, the 4th support column are made up of three steel columns that laterally arrange respectively, and crossbeam, cant beam are set between three steel columns.
Described steel structure bracing frame, wherein, spud pile, 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.
A kind of scaffolding, four F Zee bar steel Z structure bracing frames are fixed into the scaffolding with square structure through fastening devices.Between two F Zee bar steel Z structure bracing frames of correspondence setting, connect through the connector that is arranged on F Zee bar steel Z structure bracing frame top.
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 (6)
1. F Zee bar steel Z structure bracing frame; It is characterized in that; Bracing frame integral body is F glyph framework structure, and bracing frame comprises spud pile, be arranged on second support column on the spud pile, be arranged on the 3rd support column at second support column middle part, and the 4th support column is arranged on the top of second support column; The 3rd support column, the 4th support column laterally arrange, and wherein second support column, the 3rd support column, the 4th support column cross section are isosceles triangle.
2. steel structure bracing frame according to claim 1 is characterized in that, is provided with vibration abatement on the spud pile.
3. steel structure bracing frame according to claim 1 is characterized in that second support column, the 3rd support column, the 4th support column are provided with the position adjustments hole respectively.
4. steel structure bracing frame according to claim 1 is characterized in that second support column, the 3rd support column, the 4th support column are made up of three steel columns that laterally arrange respectively, and crossbeam, cant beam are set between three steel columns.
5. a scaffolding is characterized in that, four F Zee bar steel Z structure bracing frames as claimed in claim 1 are fixed into the scaffolding with square structure through fastening devices.
6. scaffolding according to claim 5 is characterized in that, between two F Zee bar steel Z structure bracing frames of correspondence setting, connects through the connector that is arranged on F Zee bar steel Z structure bracing frame top.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203649824U CN202248260U (en) | 2011-09-22 | 2011-09-22 | F-shaped steel structure support bracket and house bracket formed by same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203649824U CN202248260U (en) | 2011-09-22 | 2011-09-22 | F-shaped steel structure support bracket and house bracket formed by same |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202248260U true CN202248260U (en) | 2012-05-30 |
Family
ID=46109522
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011203649824U Expired - Fee Related CN202248260U (en) | 2011-09-22 | 2011-09-22 | F-shaped steel structure support bracket and house bracket formed by same |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202248260U (en) |
-
2011
- 2011-09-22 CN CN2011203649824U patent/CN202248260U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| DD01 | Delivery of document by public notice |
Addressee: Liao Wenhua Document name: Notification of Termination of Patent Right |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120530 Termination date: 20120922 |