CN203669340U - Prefabricated concrete thin plate floor mold device - Google Patents
Prefabricated concrete thin plate floor mold device Download PDFInfo
- Publication number
- CN203669340U CN203669340U CN201320791960.5U CN201320791960U CN203669340U CN 203669340 U CN203669340 U CN 203669340U CN 201320791960 U CN201320791960 U CN 201320791960U CN 203669340 U CN203669340 U CN 203669340U
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- Prior art keywords
- concrete thin
- thin plate
- precast concrete
- prefabricated concrete
- steel disc
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- Expired - Lifetime
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- 239000004567 concrete Substances 0.000 title abstract description 18
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 33
- 239000010959 steel Substances 0.000 claims abstract description 33
- 239000011178 precast concrete Substances 0.000 claims description 67
- 238000005452 bending Methods 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 239000004744 fabric Substances 0.000 claims description 3
- 239000011449 brick Substances 0.000 abstract description 5
- 238000010276 construction Methods 0.000 abstract description 3
- 239000002023 wood Substances 0.000 abstract description 3
- 230000007613 environmental effect Effects 0.000 description 2
- 230000006378 damage Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
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Abstract
The utility model discloses a prefabricated concrete thin plate floor mold device. The prefabricated concrete thin plate floor mold device comprises a first prefabricated concrete thin plate, second prefabricated concrete thin plates, third prefabricated concrete thin plates, plane connection steel sheets and corner connection steel sheets, wherein the first prefabricated concrete thin plate, the second prefabricated concrete thin plates and the third prefabricated concrete thin plates have the same thickness and length, are respectively 60 mm in thickness and 1500 mm in length, and have the same height as a corresponding bearing platform or ground beam; the first prefabricated concrete thin plate, the second prefabricated concrete thin plates and the third prefabricated concrete thin plates are respectively provided with four bolt holes in the thickness direction, the first prefabricated concrete thin plate is in bolt connection with the second prefabricated concrete thin plates through the plane connection steel sheets, and the second prefabricated concrete thin plates are in bolt connection with the third prefabricated concrete thin plates through the corner connection steel sheets. The prefabricated concrete thin plate floor mold device is easy to construct and capable of being prefabricated; compared with a brick mold, construction time and curing time can be saved; meanwhile, compared with a wood mold, the usage number of wood can be reduced greatly.
Description
Technical field
The present invention relates to building operations prefabricated component, more specifically relate to a kind of precast concrete thin plate ground die device.For replacing traditional wooden form and stock mould.
Background technology
The template of foundation platform, grade beam is selected wooden form, brick template etc. conventionally, and this class template form operation duration is longer, and a large amount of uses such as wooden form, brick template are simultaneously larger to the destruction of environment.
The present invention is intended to study a kind of precast concrete form and replaces traditional wooden form and stock mould etc., can in cushion cap and grade beam formwork system, use, be a kind of assembling succinctly, mould support system easily.Technical essential is herein the template system that changes existing grade beam, cushion cap, uses less or does not use wood template and stock mould, uses prefabricated concrete blinding instead.
Summary of the invention
The object of the invention is to be to provide a kind of precast concrete thin plate ground die device.This template construction is simple and easy, can be prefabricated, and to compare stock mould and can save the time of building by laying bricks or stones and curing time, the use of greatly having saved timber compared with wooden model, is conducive to protection of the environment simultaneously, is not only environmental protection but also cost-effective template system of one.
To achieve these goals, adopt following technical scheme:
A kind of precast concrete thin plate ground die device, comprises that the first precast concrete thin plate, the second precast concrete thin plate, the 3rd precast concrete thin plate, plane connect steel disc, bent angle connects steel disc, it is characterized in that:
The first precast concrete thin plate, the second precast concrete thin plate are identical with length with the 3rd its thickness of precast concrete thin plate, thickness 60mm, and length 1500mm, height is consistent with corresponding cushion cap or ground depth of beam; Precast concrete thin plate employing individual layer gauze wire cloth or bar diameter 6mm, 200 × 200mm individual layer reinforced mesh are as skeleton, pea gravel concreten is built and is formed, the first precast concrete thin plate, the second precast concrete thin plate and the 3rd precast concrete thin plate through-thickness all have four bolt holes, four bolt hole symmetries, be evenly arranged in four angles of precast concrete thin plate, bolt hole diameter 20mm, the distance of two adjacent sides at the each angle of distance of center circle precast concrete thin plate, each bolt hole is 50mm.
The first precast concrete thin plate is connected steel disc with the second precast concrete thin plate by plane and carries out bolt connection; plane connects the long 30cm of steel disc, high 15cm, thick 1cm, has two symmetrical holes, hole diameter 20mm on steel disc; the center of circle, two holes is at a distance of 100mm, diameter of bolt 20mm; Nut hole diameter 20mm.
The second precast concrete thin plate is connected steel disc with the 3rd precast concrete thin plate by bent angle and carries out bolt connection, bent angle connects the long 30cm of steel disc, high 15cm, thick 1cm, on steel disc, there are two symmetrical holes, hole diameter 20mm, the center of circle, two holes is at a distance of 100mm, and the bending angle that bent angle connects steel disc is according to the angle of the second precast concrete thin plate and the formation of the 3rd precast concrete thin plate.Diameter of bolt 20mm; Nut hole diameter 20mm.
The present invention compared with prior art; have the following advantages and effect: this template system construction is simple and easy; can be prefabricated; compare stock mould and can save down the time of building by laying bricks or stones and curing time; the use of greatly having saved timber compared with wooden model simultaneously; being conducive to protection of the environment, is not only environmental protection but also cost-effective template system of one.
Accompanying drawing explanation
Fig. 1 is the stereogram of a kind of precast concrete thin plate ground die device.
Fig. 2 is the top view of a kind of precast concrete thin plate ground die device.
Fig. 3 is that enlarged drawing is overlooked in the part of a kind of precast concrete thin plate ground die device.
Fig. 4 is bolt stereogram.
Fig. 5 is nut stereogram.
Wherein, 1a-the first precast concrete thin plate, 1b-the second precast concrete thin plate, 1c-the 3rd precast concrete thin plate, 2-plane connect steel disc, 3-bent angle connects steel disc, 4-bolt, 5-nut, 6-bolt hole.
The specific embodiment
Below in conjunction with accompanying drawing, the present invention is described in further detail:
A kind of precast concrete thin plate ground die device, comprises that the first precast concrete thin plate 1a, the second precast concrete thin plate 1b, the 3rd precast concrete thin plate 1c, plane connect steel disc 2, bent angle connects steel disc 3, it is characterized in that:
The first precast concrete thin plate 1a, the second precast concrete thin plate 1b are identical with length with the 3rd its thickness of precast concrete thin plate 1c, thickness 60mm, and length 1500mm, height is consistent with corresponding cushion cap or ground depth of beam; Precast concrete thin plate employing individual layer gauze wire cloth or bar diameter 6mm, 200 × 200mm individual layer reinforced mesh are as skeleton, pea gravel concreten is built and is formed, the first precast concrete thin plate 1a, the second precast concrete thin plate 1b and the 3rd precast concrete thin plate 1c through-thickness all have four bolt holes, four bolt hole symmetries, be evenly arranged in four angles of precast concrete thin plate, bolt hole diameter 20mm, the distance of two adjacent sides at the each angle of distance of center circle precast concrete thin plate, each bolt hole is 50mm.
The first precast concrete thin plate 1a and the second precast concrete thin plate 1b are connected steel disc 2 by plane to carry out bolt 4 and connects; plane connects the long 30cm of steel disc 2, high 15cm, thick 1cm; on steel disc, there are two symmetrical holes; hole diameter 20mm; the center of circle, two holes is at a distance of 100mm, bolt 4 diameter 20mm; Nut 5 hole diameter 20mm.
The second precast concrete thin plate 1b and the 3rd precast concrete thin plate 1c are connected steel disc 3 by bent angle to carry out bolt 4 and connects, bent angle connects the long 30cm of steel disc 3, high 15cm, thick 1cm, on steel disc, there are two symmetrical holes, hole diameter 20mm, the center of circle, two holes is at a distance of 100mm, and the bending angle that bent angle connects steel disc 3 is according to the angle of the second precast concrete thin plate 1b and the 3rd precast concrete thin plate 1c formation.Bolt 4 diameter 20mm; Nut 5 hole diameter 20mm.
Claims (1)
1. a precast concrete thin plate ground die device, comprise that the first precast concrete thin plate (1a), the second precast concrete thin plate (1b), the 3rd precast concrete thin plate (1c), plane connect steel disc (2), bent angle connects steel disc (3), it is characterized in that:
The first precast concrete thin plate (1a), the second precast concrete thin plate (1b) are identical with length with the 3rd its thickness of precast concrete thin plate (1c), thickness 60mm, length 1500mm, height is consistent with corresponding cushion cap or ground depth of beam; Precast concrete thin plate employing individual layer gauze wire cloth or bar diameter 6mm, 200 × 200mm individual layer reinforced mesh are as skeleton, pea gravel concreten is built and is formed, the first precast concrete thin plate (1a), the second precast concrete thin plate (1b) and the 3rd precast concrete thin plate (1c) through-thickness all have four bolt holes, four bolt hole symmetries, be evenly arranged in four angles of precast concrete thin plate, bolt hole diameter 20mm, the distance of two adjacent sides at the each angle of distance of center circle precast concrete thin plate, each bolt hole is 50mm;
The first precast concrete thin plate (1a) is connected steel disc (2) with the second precast concrete thin plate (1b) by plane and carries out bolt (4) connection; plane connects the long 30cm of steel disc (2), high 15cm, thick 1cm; on steel disc, there are two symmetrical holes; hole diameter 20mm; the center of circle, two holes is at a distance of 100mm, bolt (4) diameter 20mm; Nut (5) hole diameter 20mm;
The second precast concrete thin plate (1b) is connected steel disc (3) with the 3rd precast concrete thin plate (1c) by bent angle and carries out bolt (4) connection, bent angle connects the long 30cm of steel disc (3), high 15cm, thick 1cm, on steel disc, there are two symmetrical holes, hole diameter 20mm, the center of circle, two holes is at a distance of 100mm, and the bending angle that bent angle connects steel disc (3) is according to the angle of the second precast concrete thin plate (1b) and the formation of the 3rd precast concrete thin plate (1c); Bolt (4) diameter 20mm; Nut (5) hole diameter 20mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320791960.5U CN203669340U (en) | 2013-12-04 | 2013-12-04 | Prefabricated concrete thin plate floor mold device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320791960.5U CN203669340U (en) | 2013-12-04 | 2013-12-04 | Prefabricated concrete thin plate floor mold device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203669340U true CN203669340U (en) | 2014-06-25 |
Family
ID=50965655
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320791960.5U Expired - Lifetime CN203669340U (en) | 2013-12-04 | 2013-12-04 | Prefabricated concrete thin plate floor mold device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203669340U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106968430A (en) * | 2017-04-13 | 2017-07-21 | 江西省凯骏实业有限公司 | A kind of combinable plastic building template |
| CN111424698A (en) * | 2020-03-20 | 2020-07-17 | 上海建工四建集团有限公司 | Prefabricated template, prefabricated cushion cap tire membrane and construction method thereof |
-
2013
- 2013-12-04 CN CN201320791960.5U patent/CN203669340U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106968430A (en) * | 2017-04-13 | 2017-07-21 | 江西省凯骏实业有限公司 | A kind of combinable plastic building template |
| CN111424698A (en) * | 2020-03-20 | 2020-07-17 | 上海建工四建集团有限公司 | Prefabricated template, prefabricated cushion cap tire membrane and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140625 |