CN2898164Y - Reinforced compression pillar of workshop building - Google Patents
Reinforced compression pillar of workshop building Download PDFInfo
- Publication number
- CN2898164Y CN2898164Y CN 200620084043 CN200620084043U CN2898164Y CN 2898164 Y CN2898164 Y CN 2898164Y CN 200620084043 CN200620084043 CN 200620084043 CN 200620084043 U CN200620084043 U CN 200620084043U CN 2898164 Y CN2898164 Y CN 2898164Y
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- China
- Prior art keywords
- factory building
- main body
- building pillar
- model
- concrete
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- 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
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Abstract
The utility model discloses a compression resistance enhancement factory building pillar, is mainly composed of a factory building pillar main body (12), an upholding plate (6), a flange tray (14), which is characterized in that the factory building pillar main body (12) is a cylindrical steel tube, in the inner side wall of the factory building pillar main body (12) is provided with a concrete structure (4), which is tangent to the inner surface of the factory building pillar main body (12), a enforcement tube (3) is posited on the connection place of the pillar main body(12)top end and the concrete structure (4), a grout block loop (2)is posited on the top end of the concrete structure (4). The utility model has the advantages of a simple and fully- fledged forming process. The model is applicable to production in a batch. The inner lining concrete layer is not only to solve the corrosion resistant problem in the inner wall of the steel tube, but also to enforce the compression resistance capability of the factory- building pillar because of the good compressive strength of the concrete structure. The model is widely applicable to factory building pillar fabrication field in the construction engineering.
Description
Technical field
The utility model product belongs to construction work factory building pillar field.
Background technology
At present, when China designs at the factory building pillar, generally all adopt H formed steel construction or clean steel tubular column structure, the selection of H formed steel construction is generally thicker, and the moulding price of steel product is too expensive, and with the product processing technique complexity of steel plate welding, quality is wayward.And adopt clean steel tubular column structure inner wall anti-corrosive problem to solve.
Summary of the invention
The purpose of this utility model just provides a kind of steel saving, processing technology is simple, favorable anti-corrosion effect and resistance to compression enhanced factory building pillar.
The utility model mainly by factory building support-column main body 12, supporting plate 6, flange 14, form, it is characterized in that, factory building support-column main body 12 is a steel cylindrical tube, factory building support-column main body 1 inside wall is provided with concrete 4, concrete 4 is tangent with factory building support-column main body 12 inner surfaces, top and concrete 4 joints at factory building support-column main body 12 are provided with reinforced pipe 3, are provided with brei shelter-circle 2 on the top of concrete 4.Inner lining concrete adopts high speed centrifugation at support-column main body steel pipe inwall, and remainder adopts the welding manner combination.
By above setting, the utility model forming technology is ripe simple, is fit to produce in batches, the inner lining concrete layer, not only solved the anticorrosion problem of steel pipe inwall, and, strengthened the anti-pressure ability of factory building pillar greatly because of the good characteristics of concrete compressive property.Thereby reduced the thickness of main body steel, saved material cost.
Description of drawings
Now in conjunction with the accompanying drawings the utility model is further described
Fig. 1 is the utility model overall structure schematic diagram
Fig. 2 is a sectional view of the present utility model
Among the figure 1, masthead plate 2, brei shelter-circle 3, reinforced pipe 4, concrete 5, orifice plate 6, supporting plate 7, perpendicular stiffener 8, stiffener (9,10,11) stiffener 12, factory building support-column main body 13, flange stiffener 14, flange down are installed
The specific embodiment
As shown in Figure 1, resistance to compression enhanced factory building pillar, mainly form by factory building support-column main body 12, supporting plate 6, flange 14, factory building support-column main body 12 is a steel cylindrical tube, factory building support-column main body 1 inside wall is provided with concrete 4, concrete 4 is tangent with factory building support-column main body 12 inner surfaces, is provided with reinforced pipe 3 in the top and concrete 4 joints of factory building support-column main body 12, is provided with brei shelter-circle 2 on the top of concrete 4.Be provided with masthead plate 1 on the top of factory building support-column main body 12, the middle part of factory building support-column main body 12 is provided with supporting plate 6, be respectively equipped with perpendicular stiffener 7, following stiffener 8, stiffener (9,10,11) in the lower end of supporting plate 6, also be provided with on supporting plate 6 orifice plate 5 is installed, flange stiffener 13 and flange 14 are located at the lower end of factory building support-column main body 12 respectively.Concrete adopts high speed in the centrifugal formation of steel pipe inwall, and remaining part all adopts welding manner to connect.Concrete (4) is the concrete of high speed centrifugation to main body inner wall as described in Figure 2, can effectively prevent the inwall corrosion, and has strengthened compressive strength of the present utility model greatly.
Claims (2)
1, resistance to compression enhanced factory building pillar, it is characterized in that: factory building support-column main body (12) is steel cylindrical tube, factory building support-column main body (12) inside wall is provided with concrete (4), concrete (4) is tangent with factory building support-column main body (12) inner surface, is provided with reinforced pipe (3) in the top and concrete (4) joint of factory building support-column main body (12).
2, resistance to compression enhanced factory building pillar according to claim 1 is characterized in that: be provided with brei shelter-circle (2) on the top of concrete (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620084043 CN2898164Y (en) | 2006-05-10 | 2006-05-10 | Reinforced compression pillar of workshop building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620084043 CN2898164Y (en) | 2006-05-10 | 2006-05-10 | Reinforced compression pillar of workshop building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2898164Y true CN2898164Y (en) | 2007-05-09 |
Family
ID=38073500
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200620084043 Expired - Fee Related CN2898164Y (en) | 2006-05-10 | 2006-05-10 | Reinforced compression pillar of workshop building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2898164Y (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104831866A (en) * | 2015-03-10 | 2015-08-12 | 成都科创佳思科技有限公司 | Concrete column structure |
-
2006
- 2006-05-10 CN CN 200620084043 patent/CN2898164Y/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104831866A (en) * | 2015-03-10 | 2015-08-12 | 成都科创佳思科技有限公司 | Concrete column structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |