CN202500330U - Huge column moldboard structure - Google Patents
Huge column moldboard structure Download PDFInfo
- Publication number
- CN202500330U CN202500330U CN201220141522XU CN201220141522U CN202500330U CN 202500330 U CN202500330 U CN 202500330U CN 201220141522X U CN201220141522X U CN 201220141522XU CN 201220141522 U CN201220141522 U CN 201220141522U CN 202500330 U CN202500330 U CN 202500330U
- Authority
- CN
- China
- Prior art keywords
- split bolt
- keels
- joist
- offset plate
- bamboo offset
- 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
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Abstract
The utility model discloses a huge column moldboard structure. The huge column moldboard structure is characterized by comprising bamboo plywoods, sponge strips, secondary keels, primary keels, a split bolt and plastic choke plugs, wherein the thickness of the bamboo plywoods is 15-20 mm, the sponge strips are arranged at connecting seam positions of corner parts of the bamboo plywoods, the secondary keels are arranged on the outer surfaces of the bamboo plywoods, the height of the secondary keels is 100 mm, the width of the secondary keels is 50 mm, the primary keels are arranged on the outer surfaces of the secondary keels, the height and the width of the primary keels are both 100 mm, the primary keels which are oppositely arranged are connected by the split bolt, and the plastic choke plugs are arranged at the end parts of the split bolt. The huge column moldboard structure disclosed by the utility model is simple and practical.
Description
Technical field
The utility model relates to a kind of tall and big column template structure, is applicable to construction field.
Background technology
Along with China's rapid development of economy, characteristics such as construction work also demonstrates highly to be increased, floor height increases, moulding is changeable.Therefore, the building structure construction process is caused very big challenge, constructing structure in the past can not satisfy the construction requirement of high and big die plate.
The utility model content
The technical problem that the utility model solves provides a kind of tall and big column template structure, solves traditional high and big die plate and installs unsteady problem.
The utility model comprises bamboo offset plate, sponge strip, secondary joist, main joist, split bolt, Plastic cap.Bamboo offset plate thickness is 15～20mm, and bamboo offset plate bight seam crossing is provided with sponge strip, and bamboo offset plate outside is provided with secondary joist; The secondary joist height is 100mm, and width is 50mm, and the secondary joist outside is provided with main joist; Main joist height and width are 100mm, and the opposite main joist connects with split bolt, and the split bolt spacing is 400～500mm; The split bolt screw diameter is 16～22mm, and the split bolt termination is provided with Plastic cap.
The utility model is simple and practical.
Description of drawings
The tall and big column template organigram of Fig. 1.
Reference numeral: 1, bamboo offset plate, 2, sponge strip, 3, secondary joist, 4, main joist, 5, split bolt, 6, Plastic cap.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described in detail.
Fig. 1 is tall and big column template organigram.The utility model comprises bamboo offset plate 1, sponge strip 2, secondary joist 3, main joist 4, split bolt 5, Plastic cap 6, and bamboo offset plate 1 thickness is 15mm, and bamboo offset plate 1 bight seam crossing is provided with sponge strip; Bamboo offset plate 1 outside is provided with secondary joist, and secondary joist 3 highly is 100mm, and width is 50mm; Secondary joist 3 outsides are provided with main joist 4, and main joist 4 height and width are 100mm, and main joist 4 usefulness split bolts 5 in opposite connect; Split bolt 5 spacings are 450mm; Split bolt 5 screw diameters are 18mm, and split bolt 5 terminations are provided with Plastic cap 6, prevent spillage.
Claims (1)
1. one kind tall and big column template structure is characterized in that comprising bamboo offset plate, sponge strip, secondary joist, main joist, split bolt, Plastic cap, and bamboo offset plate thickness is 15～20mm; Bamboo offset plate bight seam crossing is provided with sponge strip, and bamboo offset plate outside is provided with secondary joist, and the secondary joist height is 100mm; Width is 50mm, and the secondary joist outside is provided with main joist, and main joist height and width are 100mm; The opposite main joist connects with split bolt; The split bolt spacing is 400～500mm, and the split bolt screw diameter is 16～22mm, and the split bolt termination is provided with Plastic cap.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220141522XU CN202500330U (en) | 2012-03-27 | 2012-03-27 | Huge column moldboard structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220141522XU CN202500330U (en) | 2012-03-27 | 2012-03-27 | Huge column moldboard structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202500330U true CN202500330U (en) | 2012-10-24 |
Family
ID=47036946
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201220141522XU Expired - Fee Related CN202500330U (en) | 2012-03-27 | 2012-03-27 | Huge column moldboard structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202500330U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105239777A (en) * | 2015-09-07 | 2016-01-13 | 天津送变电工程公司 | Tie bolt leakage-proof plugging process for frame column formwork |
| CN106150077A (en) * | 2016-06-23 | 2016-11-23 | 中国建筑第二工程局有限公司 | Super large wall post template support system |
| CN109723214A (en) * | 2017-10-27 | 2019-05-07 | 五冶集团上海有限公司 | A kind of frame column tie support system |
-
2012
- 2012-03-27 CN CN201220141522XU patent/CN202500330U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105239777A (en) * | 2015-09-07 | 2016-01-13 | 天津送变电工程公司 | Tie bolt leakage-proof plugging process for frame column formwork |
| CN106150077A (en) * | 2016-06-23 | 2016-11-23 | 中国建筑第二工程局有限公司 | Super large wall post template support system |
| CN109723214A (en) * | 2017-10-27 | 2019-05-07 | 五冶集团上海有限公司 | A kind of frame column tie support system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP02 | Change in the address of a patent holder |
Address after: 325000 Zhejiang Province, Wenzhou city streets Chengxiang road Wutian Ouhai District No. 56 Patentee after: Yu Jianfang Address before: 325604 Zhejiang city of Wenzhou province Yueqing city town village Zhang Yan Dang Patentee before: Yu Jianfang |
|
| C56 | Change in the name or address of the patentee | ||
| CP02 | Change in the address of a patent holder |
Address after: 325600 No. 272 Yang Ming Road, Lok Cheng street, Zhejiang, Yueqing Patentee after: Yu Jianfang Address before: 325000 Zhejiang Province, Wenzhou city streets Chengxiang road Wutian Ouhai District No. 56 Patentee before: Yu Jianfang |
|
| C56 | Change in the name or address of the patentee | ||
| CP02 | Change in the address of a patent holder |
Address after: 325600, B, building 5, building B, Century Towers, Lok Cheng street, Zhejiang, Yueqing Patentee after: Yu Jianfang Address before: 325600 No. 272 Yang Ming Road, Lok Cheng street, Zhejiang, Yueqing Patentee before: Yu Jianfang |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121024 Termination date: 20140327 |