CN203175036U - Asphalt-concrete core wall adjustable template device - Google Patents
Asphalt-concrete core wall adjustable template device Download PDFInfo
- Publication number
- CN203175036U CN203175036U CN2013202068194U CN201320206819U CN203175036U CN 203175036 U CN203175036 U CN 203175036U CN 2013202068194 U CN2013202068194 U CN 2013202068194U CN 201320206819 U CN201320206819 U CN 201320206819U CN 203175036 U CN203175036 U CN 203175036U
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- steel pipe
- connecting rod
- concrete core
- template
- bolt
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- Expired - Fee Related
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Abstract
The utility model discloses an asphalt-concrete core wall adjustable template device, which comprises a template, wherein the template is provided with a fixed card, the fixed card is connected with an adjusting steel pipe, the adjusting steel pipe is fixedly provided with a connecting rod through a bolt, the two ends of the connecting rod are connected with the adjusting steel pipe, and are fixed through bolts, and the adjusting steel pipe achieves expansion and fixture in the connecting rod through the bolt. The asphalt-concrete core wall adjustable template device is suitable for different section sizes of asphalt-concrete core walls, is convenient to operate and low in cost, and can be rapidly mounted and dismounted.
Description
Technical field
A kind of asphaltic concrete core wall adjustable formwork of the utility model device is used for the asphaltic concrete core wall construction.
Background technology
In the earth and rockfill dam asphaltic concrete core wall engineering, the transition of asphaltic concrete core wall and both sides (sandstone material) needs the synchronous layered rising that paves, rolls.For satisfying being connected of adjacent two templates with the core-wall axis direction of asphaltic concrete core wall change in size in height, the core-wall template is required can fix reliably, guarantee core-wall cross dimensions and installation and removal fast.
Summary of the invention
Needs at asphaltic concrete core wall template Fast Installation and dismounting.The utility model provides a kind of asphaltic concrete core wall adjustable formwork device, and this device is suitable for the asphaltic concrete core wall of different section size, easy to operate, cost is low, can Fast Installation and dismounting.
Above-mentioned purpose of the present utility model is to realize by such technical scheme: a kind of asphaltic concrete core wall adjustable formwork device, comprise template, template is provided with fixing card, fixedly links and is connected to adjustable joint steel pipe, can regulate steel pipe and by bolt connecting rod is installed.
Described connecting rod two ends all with can regulate steel pipe and be connected, and by bolt, realize regulating steel pipe flexible and fixing in connecting rod by bolt.
Described fixedly card with can regulate steel pipe welding, before the bolton, by adjusting adjustment and the location that the relative position that can regulate steel pipe and connecting rod is realized template, tight a bolt, realize fixing to template.
Described template is steel plate, length: 1.8 ~ 2.0m, highly: 250 ~ 350mm, thickness 10 ~ 14 mm.
The described diameter of bolt 12 ~ 14 mm, described connecting rod, can to regulate steel pipe be common steel tube, and described connecting rod is provided with two borings, and the internal diameter of described connecting rod is greater than the external diameter that can regulate steel pipe.
A kind of asphaltic concrete core wall adjustable formwork of the utility model device, template is with fixing card and can regulate the steel pipe welding, guarantees to fix card and can regulate steel pipe to form a fixing integral body.The connecting rod two ends all with can regulate steel pipe and be connected, fix by prepared screw-bolt hole, adjustment can be regulated steel pipe and insert the length that the length of connecting rod is regulated whole fixing templates, makes it satisfy asphaltic concrete core wall change in size and the realization support of template and being connected of adjacent two templates.The utility model can effectively be guaranteed the stability of asphaltic concrete core wall template, has reduced the workload when template is installed and removed, and this device can use repeatedly.
Description of drawings
Fig. 1 is the utility model apparatus structure schematic diagram.
The specific embodiment
As shown in Figure 1, a kind of asphaltic concrete core wall adjustable formwork device comprises template 5, and template 5 is provided with fixing card 1, and fixing card 1 is connected with can regulate steel pipe 4, can regulate steel pipe 4 and be installed with connecting rod 3 by bolt 2.Described connecting rod 3 two ends all with can regulate steel pipe 4 and be connected, and fixing by bolt 2, by bolt 2 realize regulating steel pipe 4 connecting rod 3 in flexible with fix.Adjustment can be regulated the length that steel pipe 4 inserts connecting rod 3, and the length of regulating whole adjustable formwork device makes it satisfy asphaltic concrete core wall change in size and the realization support of template and being connected of adjacent two templates.
Described fixedly card 1 with can regulate steel pipe 4 welding, before bolt 2 is fastening, by adjusting adjustment and the location that the relative position that can regulate steel pipe 4 and connecting rod 3 is realized template 5, tight a bolt 2, realize fixing to template 5.
Described template 5 is steel plate, length: 1.8 ~ 2.0m, highly: 250 ~ 350mm.Described fixedly card is special mould clamp, and the diameter of bolt 12 ~ 14 mm, can regulate steel pipe 4 and are common steel tube described connecting rod 3, and described connecting rod 3 is provided with two borings, and the internal diameter of described connecting rod 3 is greater than the external diameter that can regulate steel pipe 4.
Implementation step:
During installation, fixing card 1 and can regulate steel pipe 4 and weld can be regulated steel pipe 4 and be connected with connecting rod 3, before bolt 2 is fastening, by adjustment can regulate steel pipe 4 with the relative position of connecting rod 3, accurate adjustment and the location of realizing template 5.After adjustment is finished, by tighting a bolt 2, can realize the fixing of template 5.
During dismounting, unclamp bolt 2, directly mention connecting rod 3, can mention whole fixing templates, and then stripping 5, if follow-up construction part template spacing is constant, need not to adjust and can directly use fastening devices.
Claims (5)
1. asphaltic concrete core wall adjustable formwork device, comprise template (5), it is characterized in that template (5) is provided with fixing card (1), fixing card (1) is connected with can regulate steel pipe (4), can regulate steel pipe (4) and be installed with connecting rod (3) by bolt (2).
2. according to the described a kind of asphaltic concrete core wall adjustable formwork device of claim 1, it is characterized in that, described connecting rod (3) two ends all with can regulate steel pipe (4) and be connected, and fixing by bolt (2), realize regulating steel pipe (4) stretching with fixing in connecting rod (3) by bolt (2).
3. according to the described a kind of asphaltic concrete core wall adjustable formwork device of claim 1, it is characterized in that, described fixedly card (1) with can regulate steel pipe (4) welding, before bolt (2) is fastening, by adjusting adjustment and the location that the relative position can regulate steel pipe (4) and connecting rod (3) is realized template (5), tight a bolt (2), realize fixing template (5).
4. according to claim 1 or 3 described a kind of asphaltic concrete core wall adjustable formwork devices, it is characterized in that described template (5) is steel plate, length: 1.8 ~ 2.0m, highly: 250 ~ 350mm, thickness 10 ~ 14 mm.
5. according to claim 1 or 3 described a kind of asphaltic concrete core wall adjustable formwork devices, it is characterized in that, described bolt (2) diameter 12 ~ 14 mm, described connecting rod (3), can to regulate steel pipe (4) be common steel tube, described connecting rod (3) is provided with two borings, and the internal diameter of described connecting rod (3) is greater than the external diameter that can regulate steel pipe (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013202068194U CN203175036U (en) | 2013-04-23 | 2013-04-23 | Asphalt-concrete core wall adjustable template device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013202068194U CN203175036U (en) | 2013-04-23 | 2013-04-23 | Asphalt-concrete core wall adjustable template device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203175036U true CN203175036U (en) | 2013-09-04 |
Family
ID=49071760
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013202068194U Expired - Fee Related CN203175036U (en) | 2013-04-23 | 2013-04-23 | Asphalt-concrete core wall adjustable template device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203175036U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105113783A (en) * | 2015-08-07 | 2015-12-02 | 武汉理工大学 | Construction formwork of gypsum cast-in-place wall and construction method of construction formwork |
| CN107313587A (en) * | 2017-08-01 | 2017-11-03 | 中国建筑局（集团）有限公司 | The template fixed system and the construction method of waterproof construction of buildings waterproof structure |
| CN110528425A (en) * | 2019-08-24 | 2019-12-03 | 福建远舟港湾建设工程有限公司 | A kind of formwork structure and mold method protecting wheel bank construction for harbour |
-
2013
- 2013-04-23 CN CN2013202068194U patent/CN203175036U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105113783A (en) * | 2015-08-07 | 2015-12-02 | 武汉理工大学 | Construction formwork of gypsum cast-in-place wall and construction method of construction formwork |
| CN107313587A (en) * | 2017-08-01 | 2017-11-03 | 中国建筑局（集团）有限公司 | The template fixed system and the construction method of waterproof construction of buildings waterproof structure |
| CN110528425A (en) * | 2019-08-24 | 2019-12-03 | 福建远舟港湾建设工程有限公司 | A kind of formwork structure and mold method protecting wheel bank construction for harbour |
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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 |
Owner name: CHINA GEZHOUBA GROUP NO. 6 ENGINEERING CO., LTD. Free format text: FORMER NAME: GEZHOUBA GROUP NO. 6 ENGINEERING CO., LTD. |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 443002 Xiling, Hubei Province sheep mountain road, No. 29, No. Patentee after: CHINA GEZHOUBA GROUP NO.6 ENGINEERING CO., LTD. Address before: 443002 Xiling, Hubei Province sheep mountain road, No. 29, No. Patentee before: Gezhouba Group No.6 Engineering Co., Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130904 Termination date: 20210423 |