CN201406829Y - Novel steel-plastic combined formwork - Google Patents
Novel steel-plastic combined formwork Download PDFInfo
- Publication number
- CN201406829Y CN201406829Y CN2009200045026U CN200920004502U CN201406829Y CN 201406829 Y CN201406829 Y CN 201406829Y CN 2009200045026 U CN2009200045026 U CN 2009200045026U CN 200920004502 U CN200920004502 U CN 200920004502U CN 201406829 Y CN201406829 Y CN 201406829Y
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- Prior art keywords
- cross
- panel
- section
- plastic combined
- broken line
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Abstract
The utility model discloses a novel steel-plastic combined formwork, which consists of a bamboo-plastic composite panel (1), transverse ribs (2), vertical ribs (3) and borders (4). The vertical surface of each transverse rib (2) is arched, the cross section of each vertical rib (3) is of a Z-shaped polyline structure, the cross section of each border (4) is of a 7-shaped polyline structure, and the sides of the borders (4) are provided with punched arched holes (6) and rectangular connecting holes (5). The arch top of the vertical surface of each transverse rib (2) is of a horizontal polylinestructure and clings to the back of the panel (1). The vertical ribs (3) are provided with insert type clamping notches which are connected with the transverse ribs (2), the cross section of each vertical rib (3) is in the form of the Z-shaped polyline, and the top of the polyline clings to the back of the panel (1). The utility model is characterized by light weight, large breadth, simple on-siteassembly, good shaping quality and high universality, and can meet the requirement on the fair-faced quality of the shaped concrete of top slabs in building construction.
Description
Affiliated technical field
The utility model belongs to the mould plate technique field that steel concrete Roofing slab and beam casting and constructing are used in the construction work.
Background technology
The construction of steel concrete Roofing slab and beam at present only is to adopt spelling bamboo mould, spelling wooden model and cooperate modes such as flitch and simple and easy scaffold support to finish.Stay the bamboo mat lines at concrete surface after the form removal of spelling bamboo mould, secondly inapplicable clear-water concrete moulding is that thickness deviation is big, easily layering is come unglued, and utilization rate is low repeatedly; The timber resources waste of spelling wooden model is big, and the turnover access times are few, and its product quality also is difficult to obtain assurance.
Summary of the invention
At the problem that above-mentioned each class template exists, the utility model provides a kind of monolithic in light weight, and breadth is big, the work efficiency height, and highly versatile, on-site consolidation is simple, and Forming Quality is good, can large tracts of land pave the steel plastic combined shuttering that can be recycled.It is made up of bamboo-plastic combined panel, arch cross rib plate, the perpendicular floor of S shape and the rolling frame of broken line.Perpendicular floor, cross rib plate and frame form " rich " font lattice and arrange, connect into the standard form with certain rigidity specification with bamboo-plastic combined plate.The utility model is characterized in that: the facade of cross rib plate is an arch shape, and the cross section of perpendicular floor be that " Z " word broken line shape is constructed, the frame cross section be broken line " " the glyph construction form, the side of frame is provided with the arched door hole and the rectangle connecting hole of drawing.The arch abutment position of described cross rib plate facade is the horizontal fold line make and pushes up the back side that is attached to panel.Described perpendicular floor is provided with the plug-in type draw-in groove mouth that is connected with the cross rib plate.Perpendicular floor cross section is " Z " word broken line form, and its position, broken line top and back side of panel are fitted.The steel frame is provided with the template connecting hole according to a determining deviation and strikes out the frame hole of " arched door " shape at a certain distance.The frame cross section is rolled into two kinds of ' ' word broken line forms, and the cross section of this form makes frame reach limited big bearing capacity, saves material again; Perpendicular floor section form is as anti-' Z ' word shape.Perpendicular floor is provided with socket along its length at a certain distance and is connected with cross rib plate plug-in type; The arch highest point of arch cross rib plate is tailored out a bending line, and is in the past folding along bending line, is fit to the socket of perpendicular floor, and the integral body of floor connects and support panel to reach anyhow.This arch design floor is the design scheme of bearing capacity maximum on mechanics, has not only saved material but also elegant in appearance.
Description of drawings
Below in conjunction with accompanying drawing the utility model is further specified.
Fig. 1 is a structure chart of the present utility model.
Fig. 2 is the elevation of parts 2 among Fig. 1.
Fig. 3 is the lateral view of parts 2 among Fig. 1.
Fig. 4 is the elevation of parts 3 among Fig. 1.
Fig. 5 is the partial enlarged drawing of Fig. 4.
Fig. 6 is the lateral view of parts 3 among Fig. 1.
Fig. 7 is the elevation of parts 4 among Fig. 1.
Fig. 8 is the vertical view of parts 4 among Fig. 1.
Fig. 9 is the lateral view of parts 4 among Fig. 1.
Figure 10 is the elevation of parts 5 among Fig. 1.
Figure 11 is the elevation of parts 6 among Fig. 1.
Serial number name is respectively among the figure: (1). bamboo-plastic combined panel, (2). and arch cross rib plate, the perpendicular floor of (3) .S shape, the rolling frame of (4) broken line, (5). template connecting hole, (6). the frame connecting hole.
The specific embodiment
See figures.1.and.2, the utility model is made of bamboo-plastic combined plate (1), arch cross rib plate (2), the perpendicular floor (3) of S shape, the rolling frame of broken line (4).Bamboo-plastic combined plate (1) is connected by screw with the frame connecting hole (6) that steel frame (4) rolls out.Cross rib plate (2) is connected in the mutual plug-in type of spigot with perpendicular floor (3), and is welded with the steel frame.Connect with T type latch by template connecting hole (5) between the template.The facade of cross rib plate (2) is an arch shape, and the cross section of perpendicular floor (3) is " Z " word broken line shape structure.Frame (4) cross section be broken line " " the glyph construction form, its side is provided with the arched door hole (6) and the rectangle connecting hole (5) of drawing.The arch abutment position of cross rib plate (2) facade is the horizontal fold line make and pushes up the back side that is attached to panel (1).Perpendicular floor (3) is provided with the plug-in type draw-in groove mouth that is connected with cross rib plate (2).Perpendicular floor (3) cross section is " Z " word broken line form, fits in its position, broken line top and panel (1) back side.
The utility model has been given full play to the recyclability of bamboo-plastic composite plate and the rigidity of the effective combination of steel plate, Characteristics with high-strength light. The utility model monolithic is in light weight, breadth is big, on-site consolidation is simple, moulding Quality is good and have the characteristics of highly versatile, has satisfied the clear water quality of architectural engineering concrete roof moulding and has wanted Ask.
Claims (3)
1. novel steel plastic combined shuttering is made up of bamboo-plastic combined plate panel (1), panel (1) cross rib plate (2), perpendicular floor (3) and frame (4) behind.It is characterized in that: the facade of cross rib plate (2) is an arch shape, the cross section of perpendicular floor (3) is " Z " word broken line shape structure, frame (4) cross section be broken line " " the glyph construction form, the side of frame (4) and be provided with the arched door hole (6) and the rectangle connecting hole (5) of drawing.
2. novel steel plastic combined shuttering according to claim 1 is characterized in that the arch abutment position of cross rib plate (2) facade is the horizontal fold line make and pushes up the back side that is attached to panel (1).
3. novel steel plastic combined shuttering according to claim 1 is characterized in that perpendicular floor (3) is provided with the plug-in type draw-in groove mouth that is connected with cross rib plate (2), and perpendicular floor (3) cross section is " Z " word broken line form, fits in its position, broken line top and panel (1) back side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200045026U CN201406829Y (en) | 2009-02-12 | 2009-02-12 | Novel steel-plastic combined formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200045026U CN201406829Y (en) | 2009-02-12 | 2009-02-12 | Novel steel-plastic combined formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201406829Y true CN201406829Y (en) | 2010-02-17 |
Family
ID=41677761
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009200045026U Expired - Fee Related CN201406829Y (en) | 2009-02-12 | 2009-02-12 | Novel steel-plastic combined formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201406829Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102587496A (en) * | 2012-04-10 | 2012-07-18 | 韦灼彬 | Spatial combined arched shell structure with two layers of cylindrical surfaces |
| CN103437547A (en) * | 2013-09-16 | 2013-12-11 | 镇江市丹徒区北极铝材厂 | Aluminum template |
| CN104975713A (en) * | 2015-07-10 | 2015-10-14 | 潘庆功 | Composite building template |
-
2009
- 2009-02-12 CN CN2009200045026U patent/CN201406829Y/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102587496A (en) * | 2012-04-10 | 2012-07-18 | 韦灼彬 | Spatial combined arched shell structure with two layers of cylindrical surfaces |
| CN102587496B (en) * | 2012-04-10 | 2015-03-25 | 韦灼彬 | Spatial combined arched shell structure with two layers of cylindrical surfaces |
| CN103437547A (en) * | 2013-09-16 | 2013-12-11 | 镇江市丹徒区北极铝材厂 | Aluminum template |
| CN103437547B (en) * | 2013-09-16 | 2015-08-05 | 镇江市丹徒区北极铝材厂 | A kind of aluminum alloy pattern plate |
| CN104975713A (en) * | 2015-07-10 | 2015-10-14 | 潘庆功 | Composite building template |
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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: 20100217 Termination date: 20120212 |