CN201155208Y - Concrete edged formwork reinforcement device - Google Patents
Concrete edged formwork reinforcement device Download PDFInfo
- Publication number
- CN201155208Y CN201155208Y CNU2008200456387U CN200820045638U CN201155208Y CN 201155208 Y CN201155208 Y CN 201155208Y CN U2008200456387 U CNU2008200456387 U CN U2008200456387U CN 200820045638 U CN200820045638 U CN 200820045638U CN 201155208 Y CN201155208 Y CN 201155208Y
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- China
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- concrete
- formwork
- strengthening frame
- reinforcing support
- reinforcing
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- Expired - Fee Related
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Abstract
The utility model relates to a reinforcing device of a concrete pan-edge formwork, comprising a reinforcing support, mutual pull screw rods, a wood block and the formwork, the reinforcing device is characterized in that the reinforcing support is 'Pi' shape, the mutual pull screw rods are arranged on a vertical arm of the reinforcing support, the wood block and the formwork are arranged in a frame of the reinforcing support below the mutual pull screw rods, and the reinforcing support is used for clamping and pressing a concrete part at the middle position by the wood block and the formwork. When in use, the regular shape of the formwork in the frame body is maintained by regulating the mutual pull screw rods on the reinforcing support, thus tightly pressing the filled concrete part in the formwork and further ensuring the shape and the quality of the concrete art during the construction process. The reinforcing device has novel structure, flexible and convenient installation and detachment, high factory degree, good stability and excellent promotion effects for realizing the stereotype and the standardization of equipment at the construction field; furthermore, the device has high repeated utilization ratio and can remarkably reduce the consumption, save the energy and protect the environment.
Description
Technical field
The utility model relates to a kind of build concrete template equipment, and the general limit of particularly a kind of concrete module bracing means is the innovation to conventional concrete formwork reinforcement device.
Background technology
In the modern architecture construction, when concrete perfusion, all to use template, show according to investigation, at present all units in charge of construction are to the kitchen, the general cheek board of position concrete such as washroom is reinforced no effective measures and suitable structure, the constructor places template often earlier and forms framework, shore template with irregular flitch then, in the concrete perfusion process, because the dynamics of concrete weight and ramming, often make template deformation, can't go out concrete element rule and that quality is arranged by ramming, cause the general limit of concrete quality to descend, do not have good waterproof effect, and then influence the quality of monolithic architecture.At these actual conditions, carry out a large amount of comparative analyses and discussion, intend designing the complete formwork-strengthening system of a cover, template is fixing difficult in the dissatisfied work progress of determining, and is easy to generate technical problems such as displacement, and then guarantees the construction works quality.
Summary of the invention
The utility model provides a kind of concrete general cheek board bracing means, and it is provided with Screw arbor with nut at both-ends and regulates in door shape strengthening frame, and template framework can be out of shape, and guarantees concrete shape and pouring quality.This device installing/dismounting is flexible, simple structure, and the recycling rate of waterused height, thus reach that the construction works quality is good, good stability, be easy to the purpose of regularization and batch production.
The technical solution of the utility model:
The general cheek board bracing means of a kind of concrete, comprise strengthening frame, Screw arbor with nut at both-ends, flitch and template, be characterized in that strengthening frame is a shape, on the upright arm of reinforcing, Screw arbor with nut at both-ends is set, place flitch and template in the reinforcing frame-saw below Screw arbor with nut at both-ends, strengthening frame by flitch and template with the concrete element cramping in the centre.
Strengthening frame two upright arms are passed at described Screw arbor with nut at both-ends two ends respectively, and the Screw arbor with nut at both-ends body of rod is parallel with the strengthening frame back timber.By regulating the nut of Screw arbor with nut at both-ends end, the elasticity that can regulate strengthening frame.
Described strengthening frame is the strengthening frame that the lumps of wood or square steel constitute, and the number that strengthening frame uses is more than 2 or 2, and parallel placement.
During use, the strengthening frame of parallel placement more than 2 or 2 in the position that needs concrete perfusion spare, size is placed flitch and template on demand in the strengthening frame framework, by regulating the nut of Screw arbor with nut at both-ends, thereby regulate the elasticity of strengthening frame, make its framework inner formword keep regular shape and guarantee the shape and the quality of concrete element.
Characteristics of the present utility model: this device construction novelty, installing/dismounting is flexible, good stability, and the batch production degree is higher, to realizing that the regularization of construction site plant equipment, standardization have positive impetus, this device recycling rate of waterused height, consumption reduction, energy-saving and environmental protection simultaneously.
Description of drawings
Fig. 1 the utility model bracing means sectional view;
Fig. 2 reinforces side elevational view for the utility model;
Fig. 3 reinforces vertical view for the utility model.
The specific embodiment
Shown in Fig. 1～3, in Fig. 1, on the upright arm of door shape strengthening frame 1, be provided with Screw arbor with nut at both-ends 2, strengthening frame framework below Screw arbor with nut at both-ends 2 is placed flitch 3 and template 4, strengthening frame by flitch and template with concrete element 5 crampings at medium position.During operation, on the position of need concrete perfusion spare, place strengthening frame, in the strengthening frame framework, place flitch and template by size, under the frame pressure effect of strengthening frame, by urging of flitch, the cavity that template is formed can keep good shape, thereby guarantees to be poured in the shape and the quality of concrete element in the template cavity.By regulating the nut 6 on the Screw arbor with nut at both-ends, can regulate the elasticity of strengthening frame compressing flitch and template, make template keep suitable external pressure and can not be out of shape.
In Fig. 2 and Fig. 3, the number of strengthening frame 1 is two, the size that all is provided with Screw arbor with nut at both-ends 2 and each strengthening frame on each strengthening frame all is consistent, like this, make the flitch 3 in the strengthening frame framework all can obtain identical extruding force with template 4, promptly when concrete perfusion spare, the internal pressure that the external pressure of template and concrete element give keeps balance, makes concrete element 5 keep good shape and quality in prefabricated process.
Claims (4)
1, the general cheek board bracing means of a kind of concrete, comprise strengthening frame, Screw arbor with nut at both-ends, flitch and template, it is characterized in that strengthening frame (1) is a shape, on two upright arms of strengthening frame, flitch (3) and template (4) be set, strengthening frame by flitch and template with concrete element (5) cramping in the centre position.
2, the general cheek board bracing means of a kind of concrete according to claim 1 is characterized in that Screw arbor with nut at both-ends (2) places on the upright arm of strengthening frame (1) of concrete element top, and strengthening frame two upright arms are passed at the Screw arbor with nut at both-ends two ends respectively, and parallel with the strengthening frame back timber.
3, the general cheek board bracing means of a kind of concrete according to claim 1 is characterized in that strengthening frame (1) makes for the lumps of wood or square steel, by regulating the nut of Screw arbor with nut at both-ends, the elasticity that can regulate the strengthening frame lower end.
4, the general cheek board bracing means of a kind of concrete according to claim 1, the number that it is characterized in that strengthening frame is more than 2 or 2, and parallel placement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200456387U CN201155208Y (en) | 2008-03-28 | 2008-03-28 | Concrete edged formwork reinforcement device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200456387U CN201155208Y (en) | 2008-03-28 | 2008-03-28 | Concrete edged formwork reinforcement device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201155208Y true CN201155208Y (en) | 2008-11-26 |
Family
ID=40102992
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008200456387U Expired - Fee Related CN201155208Y (en) | 2008-03-28 | 2008-03-28 | Concrete edged formwork reinforcement device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201155208Y (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105133834A (en) * | 2015-08-14 | 2015-12-09 | 天津一建建筑工程有限公司 | Quick release metal joint for butt joint of batten secondary edges of template in building construction |
| CN105442832A (en) * | 2015-11-04 | 2016-03-30 | 中建七局(上海)有限公司 | Formwork for concrete guide wall |
| CN110273436A (en) * | 2019-05-05 | 2019-09-24 | 南京同力建设集团股份有限公司 | Open trench tunnel utilizes support pile and bear down on one float Structure and its construction method of crown beam |
| CN110273435A (en) * | 2019-04-18 | 2019-09-24 | 南京同力建设集团股份有限公司 | A kind of construction of city open trench tunnel |
-
2008
- 2008-03-28 CN CNU2008200456387U patent/CN201155208Y/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105133834A (en) * | 2015-08-14 | 2015-12-09 | 天津一建建筑工程有限公司 | Quick release metal joint for butt joint of batten secondary edges of template in building construction |
| CN105442832A (en) * | 2015-11-04 | 2016-03-30 | 中建七局(上海)有限公司 | Formwork for concrete guide wall |
| CN110273435A (en) * | 2019-04-18 | 2019-09-24 | 南京同力建设集团股份有限公司 | A kind of construction of city open trench tunnel |
| CN110273436A (en) * | 2019-05-05 | 2019-09-24 | 南京同力建设集团股份有限公司 | Open trench tunnel utilizes support pile and bear down on one float Structure and its construction method of crown beam |
| CN110273436B (en) * | 2019-05-05 | 2021-04-30 | 南京同力建设集团股份有限公司 | Top-pressing anti-floating structure of open-cut tunnel by using supporting piles and crown beams and construction method of top-pressing anti-floating structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20081126 Termination date: 20110328 |