CN203924704U - Aluminum alloy pattern plate system - Google Patents
Aluminum alloy pattern plate system Download PDFInfo
- Publication number
- CN203924704U CN203924704U CN201420329029.XU CN201420329029U CN203924704U CN 203924704 U CN203924704 U CN 203924704U CN 201420329029 U CN201420329029 U CN 201420329029U CN 203924704 U CN203924704 U CN 203924704U
- Authority
- CN
- China
- Prior art keywords
- gusset
- beam template
- reversed beam
- aluminum alloy
- pattern plate
- 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 provides a kind of aluminum alloy pattern plate system, comprise the first gusset and be fixed on the reversed beam template of described the first gusset below, described aluminum alloy pattern plate system also comprises the second gusset being fixedly linked with described the first gusset, the Limit screw that is fixed on the nut of described the second gusset and coordinates with described nut, described the second gusset is positioned at the outside of described reversed beam template, described Limit screw is towards extending near the direction of described reversed beam template, through described nut and be connected to the part below the center line of horizontal direction of described reversed beam template.Compared with correlation technique, the utility model beneficial effect is, reversed beam template deformation is less, and concrete formation effect is better.
Description
[technical field]
The utility model relates to aluminum alloy pattern plate technical field, relates in particular to a kind of for supporting the aluminum alloy pattern plate system of fixing reversed beam template.
[background technology]
Aluminum alloy mould plate system is a kind of emerging template system at home, and it comprises aluminum alloy pattern plate system, support system, fastening system, accessory system.In the aluminum alloy pattern plate system of correlation technique, laterally the bottom of gusset is provided with screw, the top of reversed beam template is provided with screw, reversed beam template is vertical fixing with the horizontal gusset of the side of being located thereon by bolt mode, in the time that concrete flows to reversed beam template, the part more than center line of the horizontal direction of reversed beam template due to horizontal gusset close together, be subject to bolt spacing affect larger, be subject to concrete impact force to affect less, the horizontal gusset of distance is far away comparatively speaking for part below the center line of the horizontal direction of reversed beam template, be subject to bolt spacing affect less, affected by concrete impact force larger, thereby the distortion of the part below the center line of the horizontal direction of reversed beam template is larger, the easy swollen mould of template, cause concrete formation effect poor.Thereby the aluminum alloy pattern plate system of correlation technique exists reversed beam template deformation larger, the deficiency that concrete formation effect is poor.
Therefore, be necessary to provide a kind of new aluminum alloy pattern plate system to overcome above-mentioned technical problem in fact.
[utility model content]
It is less that technical problem to be solved in the utility model is to provide a kind of reversed beam template deformation, the good aluminum alloy pattern plate system of concrete formation effect.
A kind of aluminum alloy pattern plate system of the utility model, comprise the first gusset and be fixed on the reversed beam template of described the first gusset below, described aluminum alloy pattern plate system also comprises the second gusset being fixedly linked with described the first gusset, the Limit screw that is fixed on the nut of described the second gusset and coordinates with described nut, described the second gusset is positioned at the outside of described reversed beam template, described Limit screw is towards extending near the direction of described reversed beam template, through described nut and be connected to the part below the center line of horizontal direction of described reversed beam template.
Preferably, described Limit screw runs through a sidewall of described reversed beam template and is held on another sidewall of described reversed beam template, and described Limit screw is no more than 1/4 of described reversed beam template height to the distance of the bottom surface of described reversed beam template.
Preferably, described nut-welding is fixed on described the second gusset.
Preferably, described Limit screw is perpendicular to described reversed beam template.
Preferably, described reversed beam template, the second gusset are all perpendicular to described the first gusset.
Preferably, described the second gusset is fixedly welded on described the first gusset.
Compared with correlation technique, the beneficial effects of the utility model are, reversed beam template deformation is less, and concrete formation effect is better.
[brief description of the drawings]
Fig. 1 is that the utility model aluminum alloy pattern plate system is used view;
Fig. 2 is the utility model aluminum alloy pattern plate system front view;
Fig. 3 is the utility model aluminum alloy pattern plate system top view.
[detailed description of the invention]
Below in conjunction with drawings and embodiments, the utility model is described in further detail.
As shown in Figure 1-Figure 3, a kind of aluminum alloy pattern plate system of the utility model comprise outer beam side plate 6, and the reversed beam template 5 that keep at a certain distance away parallel with outer beam side plate 6, connect outer beam side plate 6 and reversed beam template 5 the first gusset 1, be fixed on the second gusset 2 of the first gusset 1, the Limit screw 4 that is fixed on the nut 3 of the second gusset 2 and coordinates with nut 3.
Outer beam side plate 6 tops are provided with screw 8, the first gusset 1 bottoms and are provided with some screws 8, and outer beam side plate 6 is vertically fixed on the first gusset 1 below by bolt mode.
Reversed beam template 5 inner hollow, its top is provided with screw 8, and reversed beam template 5 is vertically fixed on the first gusset 1 below by bolt mode.
The second gusset 2 and the first gusset 1 vertical welding are fixed, and reversed beam template 5 is between outer beam side plate 6 and the second gusset 2, and the second gusset 2 is positioned at reversed beam template 5 outsides.
Nut 3 is fixedly welded on the second gusset 2 outsides, and Limit screw 4 is towards extending near the direction of reversed beam template 5, through nut 3 and be held in the part 51 below the center line of horizontal direction of reversed beam template 5.
The second gusset 2 is fixed on the first gusset 1, nut 3 is fixed on the second gusset 2, Limit screw 4 is fixed on nut 3 and is held in the part 51 below the center line of horizontal direction of reversed beam template 5, in the time that concrete seven flows to reversed beam template 5, due to the effect that supports of the part 51 below the center line of the horizontal direction of Limit screw 4 to reversed beam template 5, effectively reduce the impact force of the part 51 below the center line of the horizontal direction of concrete seven to reversed beam template 5, part 51 below the center line of the horizontal direction of reversed beam template 5 is out of shape less, and concrete seven molding effect is better.
In present embodiment, Limit screw 4 runs through a sidewall of reversed beam template 5 and is held on another sidewall of reversed beam template 5, Limit screw 4 is no more than 1/4 of reversed beam template 5 height to the distance of reversed beam template 5 bottom surfaces, thus, part 51 impact forces below the center line of the horizontal direction of concrete seven to reversed beam template 5 are more effectively reduced, part 51 below the center line of the horizontal direction of reversed beam template 5 is out of shape less, and concrete seven molding effect is better.
Compared with correlation technique, the beneficial effects of the utility model are, reversed beam template deformation is less, and concrete formation effect is better.
Above-described is only embodiment of the present utility model; it should be pointed out that for the person of ordinary skill of the art at this, do not departing under the prerequisite of the utility model creation design; can also make improvement, but these all belong to protection domain of the present utility model.
Claims (6)
1. an aluminum alloy pattern plate system, comprise the first gusset and be fixed on the reversed beam template of described the first gusset below, it is characterized in that: described aluminum alloy pattern plate system also comprises the second gusset being fixedly linked with described the first gusset, the Limit screw that is fixed on the nut of described the second gusset and coordinates with described nut, described the second gusset is positioned at the outside of described reversed beam template, described Limit screw is towards extending near the direction of described reversed beam template, through described nut and be connected to the part below the center line of horizontal direction of described reversed beam template.
2. aluminum alloy pattern plate system according to claim 1, it is characterized in that: described Limit screw runs through a sidewall of described reversed beam template and is held on another sidewall of described reversed beam template, and described Limit screw is no more than 1/4 of described reversed beam template height to the distance of the bottom surface of described reversed beam template.
3. aluminum alloy pattern plate system according to claim 2, is characterized in that: described nut-welding is fixed on described the second gusset.
4. aluminum alloy pattern plate system according to claim 3, is characterized in that: described Limit screw is perpendicular to described reversed beam template.
5. aluminum alloy pattern plate system according to claim 4, is characterized in that: described reversed beam template, the second gusset are all perpendicular to described the first gusset.
6. aluminum alloy pattern plate system according to claim 5, is characterized in that: described the second gusset is fixedly welded on described the first gusset.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420329029.XU CN203924704U (en) | 2014-06-19 | 2014-06-19 | Aluminum alloy pattern plate system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420329029.XU CN203924704U (en) | 2014-06-19 | 2014-06-19 | Aluminum alloy pattern plate system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203924704U true CN203924704U (en) | 2014-11-05 |
Family
ID=51820554
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420329029.XU Expired - Fee Related CN203924704U (en) | 2014-06-19 | 2014-06-19 | Aluminum alloy pattern plate system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203924704U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104652815A (en) * | 2015-02-10 | 2015-05-27 | 中国十七冶集团有限公司 | Construction method for pouring water-stopping upstanding beams in kitchens and toilets |
| CN106013778A (en) * | 2016-06-13 | 2016-10-12 | 福建省南铝铝材工程有限公司 | Aluminum alloy formwork suspending system |
| CN107083840A (en) * | 2017-04-21 | 2017-08-22 | 北京首钢建设集团有限公司 | A kind of anti-bank one-shot forming formwork erection method in toilet |
| CN111173270A (en) * | 2020-02-28 | 2020-05-19 | 中国建筑第四工程局有限公司 | Prefabricated balcony aluminum mold structure and construction method |
-
2014
- 2014-06-19 CN CN201420329029.XU patent/CN203924704U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104652815A (en) * | 2015-02-10 | 2015-05-27 | 中国十七冶集团有限公司 | Construction method for pouring water-stopping upstanding beams in kitchens and toilets |
| CN106013778A (en) * | 2016-06-13 | 2016-10-12 | 福建省南铝铝材工程有限公司 | Aluminum alloy formwork suspending system |
| CN107083840A (en) * | 2017-04-21 | 2017-08-22 | 北京首钢建设集团有限公司 | A kind of anti-bank one-shot forming formwork erection method in toilet |
| CN111173270A (en) * | 2020-02-28 | 2020-05-19 | 中国建筑第四工程局有限公司 | Prefabricated balcony aluminum mold structure and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170411 Address after: 410200 Wangcheng City, Hunan Province Economic and Technological Development Zone, Jinxing Road, No. 109, No. Patentee after: Hunan Fast Construction Technology Co., Ltd. Address before: 410200 Hunan City, Changsha Province, Jinxing Road, No. 109, Wangcheng Patentee before: Suntown Technology Group Corporation |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141105 Termination date: 20210619 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |