CN204728694U - A kind of concrete component template fixation kit - Google Patents
A kind of concrete component template fixation kit Download PDFInfo
- Publication number
- CN204728694U CN204728694U CN201520420046.9U CN201520420046U CN204728694U CN 204728694 U CN204728694 U CN 204728694U CN 201520420046 U CN201520420046 U CN 201520420046U CN 204728694 U CN204728694 U CN 204728694U
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- CN
- China
- Prior art keywords
- shaped card
- template
- concrete component
- utility
- steel square
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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 relates to template fixed network, specifically a kind of concrete component template fixation kit, there is a steel square, it is characterized in that: the right angle outer tip end of described steel square is welded with a U-shaped card A, the right angle outer lower end of described steel square another side is welded with a U-shaped card B, the utility model in use, steel square is alignd with concrete component template drift angle place and places, between adjacent U-shaped card, a stretching screw is installed, stretching screw two ends are provided with nut, can tightness between the adjacent U-shaped card of free adjustment, to realize the utility model being connected and fixed and composite assembly between template different size template, the utility model structure is simple, constructability, be connected firmly, and it is reusable, spillage is there will not be during construction, without the need to special tool during dismounting, fixture cost of manufacture and concrete component construction cost can be saved.
Description
Technical field
The utility model relates to template fixed network, specifically a kind of concrete component template fixation kit.
Background technology
When all kinds of building engineering construction, template be fixedly a vital ring, it all has a certain impact to construction speed, construction costs, workmanship, construction cost.Traditional mould material mainly contains plank, bamboo clappers, steel plate and all kinds of non-dismantling formwork, in the majority with cement based template again in non-dismantling formwork.When the cast-in-place or concrete component such as prefabricated post, beam, stock mould is mostly connect by several piece template employing mortise and tenon or steel nail group and forms, such template group connects mode and is easily subject to the effect of external force and becomes loosening, cause stock mould shape to change, cause the concrete component physical dimension of building to produce error; In addition, in the manufacturing process of stock mould, the situation needing to regulate stock mould size is run into sometimes, now generally need to remove mortise and tenon or steel nail, carry out again group after adjust size to connect, this process is loaded down with trivial details, consuming time longer, takies a large amount of manpower and materials; During form removal, also need the dismounting operation of repetition mortise and tenon or steel nail, and mostly need professional tool when dismounting template, construction complexity is improved, and construction cost also significantly increases.
Summary of the invention
The purpose of this utility model is that one removes convenience, size adjustable, be connected firmly concrete component template fixation kit in order to provide.
The technical solution of the utility model is: a kind of concrete component template fixation kit, there is a steel square, it is characterized in that: the right angle outer tip end of described steel square is welded with a U-shaped card A, the right angle outer lower end of described steel square another side is welded with a U-shaped card B.
One side of U-shaped card A and U-shaped card B described in the utility model is all welded on steel square outer wall, and two U-shaped draw-in groove mouths are placed all upward.
The thickness of U-shaped card A and U-shaped card B described in the utility model is 1-2cm.
The more traditional fixation kit of the utility model has the following advantages:
1. the utility model is the composite member be welded by two U-shaped cards and one block of steel square, in use, flexibly convenient, between two adjacent U-shaped cards, a stretching screw is installed, stretching screw two ends are provided with nut, by adjusting nut, the fastening function to template can be realized, meet the requirement to the different tightness of stock mould in all kinds of concrete component work progress;
2. compare traditional mortise and tenon or steel nail group connects mode, the utility model is by handling stretching screw, and can realize freely assembling and removing, there will not be spillage during construction, without the need to special tool during dismounting, easy to use, operating efficiency is high; In addition, the utility model itself is also reusable, saves fixation kit cost of manufacture and concrete construction cost.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is use schematic diagram of the present utility model.
In figure: 1-steel square, 2-U type card A, 3-U-shaped card B, 4-template, 5-stretching screw, 6-nut.
Detailed description of the invention
Below in conjunction with accompanying drawing, detailed description of the invention of the present utility model is described in further detail.
A kind of concrete component template 4 fixation kit that the utility model provides, structure as shown in Figure 1, comprise a steel square 1, described steel square 1 right angle outer tip end is on one side welded with a U-shaped card A2, the right angle outer lower end of described steel square 1 another side is welded with a U-shaped card B3, one side of described U-shaped card A2 and U-shaped card B3 is all welded on the outer wall of steel square 1, the notch of U-shaped card A2 and U-shaped card B3 is placed all upward, its thickness is that 1.5cm is (generally between 1-2cm, also can suitably increase and decrease as required, but thickness crosses the waste that conference causes material).
The utility model in use, as shown in Figure 2, steel square 1 is alignd with template 4 drift angle place and places, template 4 is all upwards placed with the adjacent U-shaped card A2 of one end and U-shaped card B3 notch, between adjacent U-shaped card A2 and U-shaped card B3, a stretching screw 5 is installed, stretching screw 5 two ends are provided with nut 6, the tightness between adjustable fixation kit, to realize the utility model being connected and fixed and composite assembly between template 4 different size template 4.
Claims (3)
1. a concrete component template fixation kit, has a steel square, it is characterized in that: the right angle outer tip end of described steel square is welded with a U-shaped card A, and the right angle outer lower end of described steel square another side is welded with a U-shaped card B.
2. a kind of concrete component template fixation kit according to claim 1, is characterized in that: a side of described U-shaped card A and U-shaped card B is all welded on steel square outer wall, and two U-shaped draw-in groove mouths are placed all upward.
3. a kind of concrete component template fixation kit according to claim 2, is characterized in that: the thickness of described U-shaped card A and U-shaped card B is 1-2cm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520420046.9U CN204728694U (en) | 2015-06-18 | 2015-06-18 | A kind of concrete component template fixation kit |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520420046.9U CN204728694U (en) | 2015-06-18 | 2015-06-18 | A kind of concrete component template fixation kit |
Publications (1)
Publication Number | Publication Date |
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CN204728694U true CN204728694U (en) | 2015-10-28 |
Family
ID=54387055
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201520420046.9U Expired - Fee Related CN204728694U (en) | 2015-06-18 | 2015-06-18 | A kind of concrete component template fixation kit |
Country Status (1)
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CN (1) | CN204728694U (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105756342A (en) * | 2016-05-03 | 2016-07-13 | 中国建筑第二工程局有限公司 | Integral wall and column template reinforcement device |
CN109826438A (en) * | 2019-03-01 | 2019-05-31 | 中铁十六局集团第四工程有限公司 | A kind of fastening method of reinforced concrete member template |
CN110331851A (en) * | 2019-06-04 | 2019-10-15 | 中旭建设集团有限公司 | A kind of close reinforced concrete building template in corner |
CN114622716A (en) * | 2022-03-18 | 2022-06-14 | 宜都高投卓信建设工程有限公司 | Renewable energy-saving building template and disassembly and assembly method thereof |
-
2015
- 2015-06-18 CN CN201520420046.9U patent/CN204728694U/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105756342A (en) * | 2016-05-03 | 2016-07-13 | 中国建筑第二工程局有限公司 | Integral wall and column template reinforcement device |
CN109826438A (en) * | 2019-03-01 | 2019-05-31 | 中铁十六局集团第四工程有限公司 | A kind of fastening method of reinforced concrete member template |
CN109826438B (en) * | 2019-03-01 | 2021-06-25 | 中铁十六局集团第四工程有限公司 | Fastening method of reinforced concrete member template |
CN110331851A (en) * | 2019-06-04 | 2019-10-15 | 中旭建设集团有限公司 | A kind of close reinforced concrete building template in corner |
CN114622716A (en) * | 2022-03-18 | 2022-06-14 | 宜都高投卓信建设工程有限公司 | Renewable energy-saving building template and disassembly and assembly method thereof |
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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 | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151028 Termination date: 20200618 |