CN202483167U - Parting double-column steel moulding plate - Google Patents
Parting double-column steel moulding plate Download PDFInfo
- Publication number
- CN202483167U CN202483167U CN2012200888601U CN201220088860U CN202483167U CN 202483167 U CN202483167 U CN 202483167U CN 2012200888601 U CN2012200888601 U CN 2012200888601U CN 201220088860 U CN201220088860 U CN 201220088860U CN 202483167 U CN202483167 U CN 202483167U
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- China
- Prior art keywords
- parting
- column
- plural
- twin columns
- double
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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 parting double-column steel moulding plate. The parting double-column steel moulding plate comprises two single-column panels, wherein the two single-column panels are connected with each other through plural flanges, outer walls of the two single-column panels are provided with plural vertical ribs and plural transverse ribs, and outsides of the vertical ribs are connected with plural enclosing arrises in a surrounding mode. According to the parting double-column steel moulding plate, the single-column panels are connected together through the flanges, the outsides of the panels are provided with the vertical ribs and the plural transverse ribs in a welded mode, the outsides of the vertical ribs are connected with the plural enclosing arrises to be reinforced, and therefore the parting double-column structure is achieved.
Description
Technical field
The utility model is a kind of clear-water concrete steel form, refers to special-shape column deformation joint clear water steel form especially, and affiliated science and technology field is engineering construction, and affiliated specialty is building structure.
Background technology
In the large public building, through regular meeting deformation joint is set, the application of Fair-Faced Concrete Column simultaneously is very general, and is increasingly high to the appearance requirement of hetermorphiscal column.The single-column Shimizu concrete template system of usefulness the circular arc of using usually at present can't satisfy the designer to requirement-two post of deformation joint clear-water concrete parting twin columns at a distance of 100mm and there is not horizontal joint, this area lacks the research of being correlated with to deformation joint parting queen post clear-water concrete hetermorphiscal column template at present.
The design is the profile according to hetermorphiscal column, in conjunction with case history, and a kind of template that comprehensive Design goes out.
The utility model content
Because above-mentioned existing clear-water concrete does not have the parting twin columns steel form imperfection of horizontal joint, the technical problem that solve is: a kind of parting twin columns steel form that is applicable to no horizontal joint is provided.
For solving above-mentioned prior art problem; The utility model discloses a kind of parting twin columns steel form; Wherein, said parting twin columns steel form comprises two single-column panels, connects through plural flange between said two single-column panels; Said single-column panel outer wall is provided with perpendicular rib of plural number and cross rib, and said perpendicular rib is outer to be enclosed stupefied around connecting plural number.
The utility model further improves and is that said single-column panel comprises the complex operator panel, and connects through plural flange between the said sub-panel.
The utility model further improves and is, saidly encloses stupefied opening channel-section steel and the downward opening channel-section steel up that comprise, fuses with the form of welding little steel plate between said two channel-section steels.
The utility model further improves and is, connects with plural alignment pin between the said flange.
The parting twin columns steel form of the utility model connects into said single-column panel through said flange with said sub-panel earlier; Through said flange said two single-column panels are linked together again; Erect rib and cross rib in said panels outside weldering with plural number; Outside said perpendicular rib, connect plural said stupefied the fixing of enclosing again, thereby realize the structure of parting twin columns.
Description of drawings
Fig. 1 is the vertical view of the utility model parting twin columns steel form.
Fig. 2 is the side portion structure sketch map of the utility model parting twin columns steel form.
Fig. 3 is the other side structural representation of the utility model parting twin columns steel form.
The specific embodiment
Below in conjunction with the accompanying drawing and the specific embodiment the utility model is done further detailed explanation.
As shown in Figure 1, the parting twin columns steel form 1 of the utility model comprises between 6, two single-column panels 6 of two single-column panels and connecting through plural flange 3 that single-column panel 6 outer walls are provided with perpendicular rib 4 of plural number and cross rib 5, outside perpendicular rib 4, encloses stupefied 7 around connecting plural number.As the preferred embodiments of the utility model, single-column panel 6 comprises the complex operator panel, and connects through flange 8 between the said sub-panel; Connect with plural alignment pin 2 between the flange 8; In conjunction with Fig. 2 and shown in Figure 3, enclose stupefied 7 and comprise opening channel-section steel and downward opening channel-section steel up, fuse with the form of welding little steel plate between said two channel-section steels.
The parting twin columns steel form 1 of the utility model is when making; Earlier said sub-panel is connected into single-column panel 6 through flange 8; Through flange 3 two single-column panels 6 are linked together again; Face down bonding encloses stupefied 7 around the connection plural number again and fixes with perpendicular rib 4 of plural number and cross rib 5 outside perpendicular rib 4 outside panel 6, thereby realizes the structure of parting twin columns.
Claims (4)
1. parting twin columns steel form; It is characterized in that said parting twin columns steel form comprises two single-column panels, connect through plural flange between said two single-column panels; Said single-column panel outer wall is provided with perpendicular rib of plural number and cross rib, and said perpendicular rib is outer to be enclosed stupefied around connecting plural number.
2. parting twin columns steel form as claimed in claim 1 is characterized in that said single-column panel comprises the complex operator panel, and connects through plural flange between the said sub-panel.
3. parting twin columns steel form as claimed in claim 1 is characterized in that, saidly encloses stupefied opening channel-section steel and the downward opening channel-section steel up that comprise, fuses with the form of welding little steel plate between said two channel-section steels.
4. parting twin columns steel form as claimed in claim 1 is characterized in that, connects with plural alignment pin between the said flange.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200888601U CN202483167U (en) | 2012-03-09 | 2012-03-09 | Parting double-column steel moulding plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200888601U CN202483167U (en) | 2012-03-09 | 2012-03-09 | Parting double-column steel moulding plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202483167U true CN202483167U (en) | 2012-10-10 |
Family
ID=46957597
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012200888601U Expired - Fee Related CN202483167U (en) | 2012-03-09 | 2012-03-09 | Parting double-column steel moulding plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202483167U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104533071A (en) * | 2014-12-31 | 2015-04-22 | 广西路建工程集团有限公司 | Concrete cylinder annular formwork-attached scaffold and construction method thereof |
-
2012
- 2012-03-09 CN CN2012200888601U patent/CN202483167U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104533071A (en) * | 2014-12-31 | 2015-04-22 | 广西路建工程集团有限公司 | Concrete cylinder annular formwork-attached scaffold and construction method thereof |
| CN104533071B (en) * | 2014-12-31 | 2016-08-24 | 广西路建工程集团有限公司 | The construction method of concrete cylindrical hoop attached mould scaffold |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121010 Termination date: 20190309 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |