CN201526157U - Concrete floor shaping lateral formwork - Google Patents
Concrete floor shaping lateral formwork Download PDFInfo
- Publication number
- CN201526157U CN201526157U CN2009201706346U CN200920170634U CN201526157U CN 201526157 U CN201526157 U CN 201526157U CN 2009201706346 U CN2009201706346 U CN 2009201706346U CN 200920170634 U CN200920170634 U CN 200920170634U CN 201526157 U CN201526157 U CN 201526157U
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- CN
- China
- Prior art keywords
- concrete
- frame combination
- flower basket
- basket bolt
- steel
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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 concrete floor shaping lateral formwork, which comprises a wood panel angle iron frame combination (1) and turn buckles (2), wherein the wood panel angle iron frame combination (1) is supported and fixed by the turn buckles (2). One end of each turn buckle (2) is connected with the wood panel angle iron frame combination (1) while the other end is supported on a floor fixing reinforcement. Positions of a steel frame (4) can be regulated by adjusting the turn buckles (2), thereby playing a function of fixing rear supporting concrete. The concrete floor shaping lateral formwork is manufactured by wood and steel structures and combined by the turn buckles (2), is different from supporting modes of channel steel, brick tire molds and other timber formworks, can be mounted fast, detached conveniently and used circularly and is firm and reliable on conditions of limited construction time, thereby meeting requirements on floor concrete casting, saving working period and reducing cost.
Description
Technical field
The utility model relates to a kind of ground concrete builds and uses template, especially by the combination of wooden boards angle frame with support a kind of concrete surface that flower basket bolt forms Side shuttering of finalizing the design.
Background technology
In surface concrete pouring construction traditionally, the concrete side form adopts channel-section steel or wooden form.When ground concrete thickness big (greater than 250mm), on-the-spot general small size channel-section steel just can not meet the demands, and it is higher to buy big model channel-section steel cost specially, adopts wooden form to install that trouble is time-consuming takes a lot of work.
The utility model content
The purpose of this utility model provides a kind of concrete surface typing Side shuttering by the combination of flower basket bolt brace panel angle frame
For achieving the above object, the utility model concrete surface typing Side shuttering comprises the combination of wooden boards angle frame and supports flower basket bolt, it is characterized in that: by flower basket bolt support fixation steel framework template.
The steel framework of described flower basket bolt one end and wooden boards angle frame combination is connected, and the other end is supported on ground fixedly on the reinforcing bar.Described wooden boards angle frame combination is made up of wooden boards and steel framework, couples together with the iron wire colligation between the two.
Described steel framework is welded by angle steel.
Described flower basket bolt is supported on above the steel framework.
After adopting such structure, regulate the position of angle frame template, play the concrete effect of retaining of fixing back by regulating flower basket bolt; Because adopt the combination of flower basket bolt brace panel angle frame, easy accessibility has satisfied the construction needs, has improved efficiency of construction, has reduced the artificial material cost.Simple and easy mechanical device is characterized in that by wooden form, angle steel, flower basket bolt material flower basket bolt one end is connected with steel framework, and the other end is supported on ground fixedly on the reinforcing bar, as the pavement concrete side template.
The utlity model has following beneficial effect:
1, flower basket bolt one end is connected with steel framework, and the other end is supported on ground fixedly on the reinforcing bar, is different from traditional mold method;
2, adopt the combination of flower basket bolt brace panel angle frame, easy accessibility has satisfied the construction needs, has improved efficiency of construction, has reduced the artificial material cost.
By adopting flower basket bolt brace panel angle frame gang form to carry out building of ground concrete, solved following in relatively more outstanding contradiction of earthwork construction stage:
1, on-the-spot ting model channel-section steel can not satisfy the requirement of template height, and this kind typified form can.
2, the wooden form number of turnover is low, and peace is torn inconvenience open, and is time-consuming.Adopt flower basket bolt to support as template, speed of application is fast, and peace is torn open conveniently, and turnover is used, bigger raising the efficient of cubic metre of earth transhipment.
Along with the development of society, pavement construction is more and more, and the difficulty that faces becomes increasingly complex, and the application by present technique can improve the road surface formwork efficient specific condition under, and the reduction construction cost is guaranteed the construction period, has a extensive future!
Description of drawings
Fig. 1 is the structural representation of the utility model concrete surface typing Side shuttering.
The specific embodiment
The utility model concrete surface shown in Figure 1 typing Side shuttering comprises and prop up basket bolt 2, makes up 1 by flower basket bolt 2 brace panel angle frames.
Described flower basket bolt 2 one ends make up 1 steel framework 4 with the wooden boards angle frame and are connected, and the other end is supported on ground fixedly on the reinforcing bar.
Described wooden boards angle frame combination 1 is made up of wooden boards 3 and steel framework 4, couples together with the iron wire colligation between the two.
Described steel framework 4 is welded by angle steel.
During construction, the wooden form steel framework is made up 1 in place, squeeze into bar dowel in the appropriate location, ground simultaneously; Adopt flower basket bolt 2 one ends to be connected with steel framework 4, the other end is supported on ground fixedly on the reinforcing bar, regulates the position of steel framework 4 by regulating flower basket bolt 2, plays and props up the concrete effect that keeps off after fixing.
Claims (5)
1. a concrete surface typing Side shuttering comprises wooden boards angle frame combination (1) and supports flower basket bolt (2), it is characterized in that: by flower basket bolt (2) support fixation wooden boards angle frame combination (1).
2. concrete surface according to claim 1 typing Side shuttering is characterized in that: described flower basket bolt (2) one ends make up (1) with the wooden boards angle frame and are connected, and the other end is supported on ground fixedly on the reinforcing bar.
3. concrete surface typing Side shuttering according to claim 1, it is characterized in that: described wooden boards angle frame combination (1) is made up of wooden boards (3) and steel framework (4), couples together with the iron wire colligation between the two.
4. concrete surface typing Side shuttering according to claim 3, it is characterized in that: described steel framework (4) is welded by angle steel.
5. concrete surface typing Side shuttering according to claim 1, it is characterized in that: described flower basket bolt (2) is supported on above wooden boards angle frame combination (1) steel framework (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201706346U CN201526157U (en) | 2009-08-11 | 2009-08-11 | Concrete floor shaping lateral formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201706346U CN201526157U (en) | 2009-08-11 | 2009-08-11 | Concrete floor shaping lateral formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201526157U true CN201526157U (en) | 2010-07-14 |
Family
ID=42517446
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009201706346U Expired - Fee Related CN201526157U (en) | 2009-08-11 | 2009-08-11 | Concrete floor shaping lateral formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201526157U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103498555A (en) * | 2013-10-15 | 2014-01-08 | 中国建筑第二工程局有限公司 | Adjustable large-area terrace slot steel template system and construction method thereof |
| CN109457960A (en) * | 2018-11-20 | 2019-03-12 | 中铁十六局集团城市建设发展有限公司 | One kind is marked time overall assembled adjustable universal mold for cast-in-situ stair |
-
2009
- 2009-08-11 CN CN2009201706346U patent/CN201526157U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103498555A (en) * | 2013-10-15 | 2014-01-08 | 中国建筑第二工程局有限公司 | Adjustable large-area terrace slot steel template system and construction method thereof |
| CN103498555B (en) * | 2013-10-15 | 2015-09-16 | 中国建筑第二工程局有限公司 | Adjustable large-area terrace slot steel template system and construction method thereof |
| CN109457960A (en) * | 2018-11-20 | 2019-03-12 | 中铁十六局集团城市建设发展有限公司 | One kind is marked time overall assembled adjustable universal mold for cast-in-situ stair |
| CN109457960B (en) * | 2018-11-20 | 2024-03-22 | 中铁十六局集团城市建设发展有限公司 | Adjustable universal mold for integrally assembling cast-in-situ stair steps |
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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: 20100714 Termination date: 20170811 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |