CN201056833Y - Steel and wood face combined plane template - Google Patents
Steel and wood face combined plane template Download PDFInfo
- Publication number
- CN201056833Y CN201056833Y CNU2007201047585U CN200720104758U CN201056833Y CN 201056833 Y CN201056833 Y CN 201056833Y CN U2007201047585 U CNU2007201047585 U CN U2007201047585U CN 200720104758 U CN200720104758 U CN 200720104758U CN 201056833 Y CN201056833 Y CN 201056833Y
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- CN
- China
- Prior art keywords
- rib
- panel
- fixedly connected
- end rib
- template
- 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 - Lifetime
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Abstract
A steel-wood combined planar formwork comprises a frame consisting of an end rib and an edge rib, a panel fixedly connected with the upper surface of the frame, a groove that sinks along the length direction and is arranged on the exposed surface of the end rib and the edge rib, and an upper convex rib arranged on the inner surface of the end rib and the edge rib, wherein the panel is fixedly connected with an recessed region composed of the convex ribs on four sides; a rectangular hole and a round hole are arranged on the end rib and the edge rib; and the length (L) of the formwork is larger than 300 mm by integer times while the width (B) of the formwork is larger than 50 mm by integer times. After spliced, the utility model has a flat and gapless surface and can be used for grouting concrete with smooth and flat surfaces. The technical scheme of the utility model is designed according to standardization and normalization. The formwork is stable, not easy to deform, convenient to splice, of long service life, and capable of being repeatedly used for grouting concrete with smooth surface.
Description
Technical field
The utility model relates to a kind of building operations apparatus, and concrete is a kind of steel face side combined planar template.
Background technology
Mostly fluid concrete is to adopt template assembly in the building operations in modern times, the planeness of concrete surface is to weigh an important indicator of concrete surface quality, how the template that existing casting reinforced concrete is used is made with general steel plate, yielding, the casting surface injustice, application life is short, and assembly unit is time-consuming takes a lot of work.
Summary of the invention
The purpose of this utility model be propose a kind of by standardization and and the technical scheme of the steel face side combined planar template of standardized designs, it is good that the technical program has structural stability, and not yielding, assembly unit is simple and convenient, characteristics such as fluid concrete quality height, mould can be repeatedly used.
The technical solution of the utility model is, form frame by end rib and limit rib, be fixedly connected with panel above, it is characterized in that, the exposed face of end rib and limit rib is provided with recessed along its length groove, inner surface at end rib and limit rib is provided with convex tendon, and panel is fixedly connected on by in the concave region that convex tendon constitutes on four sides, is provided with rectangle connecting hole and circular connecting hole on end rib and limit rib.The template length L is the integral multiple of 300mm, and width B is the integral multiple of 50mm.
The two ends of end rib are provided with positive stop lug boss, and being provided with at least 3 length on the rib of limit is the lacing wire groove of 10-20mm.The both sides intercostal is fixedly connected with crossbeam, is provided with handle on the crossbeam of centre.End rib, limit rib and crossbeam be fixedly connected as welding.Panel is fixedly connected in the concave region that is made of four side upper protruding blocks by securing member, and panel is made by plank or veneer, and panel surface is covered with the phenolic resins layer.
The utility model end rib and limit rib are the section bars that adopts special-purpose shape, and this section bar is provided with recessed groove along its length at external surface, and limit rib and end rib have certain thickness like this, and high strength and deformation has alleviated part weight again.For saving steel, further alleviate the template own wt, panel of the present utility model is to adopt plank or veneer, for guaranteeing panel energy acid and alkali-resistance, corrosion-resistant, panel surface is covered with the phenolic resins layer, inner surface at end rib and limit rib is provided with convex tendon, and panel is fixedly connected in the concave region that the last convex tendon by four sides constitutes, and it is concordant with the edge of limit rib and end rib that rear board is installed.Intercostal is fixedly connected with crossbeam on both sides, is provided with handle on the crossbeam of centre.End rib, limit rib and crossbeam fixedly connected is welding.On end rib and limit rib, be provided with rectangular opening, be used for the connection of taper connection pin, do not need boring or nail solid during splicing.On end rib and limit rib, be provided with circular port, be used for latch nail or tether and use.The template length L is the integral multiple of 300mm, and width B is the integral multiple of 50mm, and length also is the integral multiple of width, the template of various scales is spliced mutually, horizontal and perpendicular also can splice mutually, and monolithic splices one by one by hand, also can be assembled into the lifting in flakes again of large stretch of template earlier.The utility model is installed for convenience is provided with positive stop lug boss at the two ends of end rib.For making the taper connection pin be convenient to install, on the rib of limit, be provided with a plurality of lacing wire grooves.The utility model can splice the body of wall of different shape and size easily, is specially adapted to special body of wall.The utility model splicing smooth no gap, rear surface uses the concrete surface of this template pouring bright and clean smooth.The utility model the technical program by standardization and and standardized designs, it is good to have structural stability, not yielding, assembly unit is simple and convenient, the surfacing of fluid concrete, long service life such as can be repeatedly used at characteristics.
Description of drawings
Fig. 1 is the utility model front view,
Fig. 2 is the utility model left view,
The B-B enlarged drawing that Fig. 3 locates for the utility model positive stop lug boss (8),
Fig. 4 be the utility model I to enlarged drawing,
Fig. 5 is the utility model vertical view,
The A that Fig. 6 locates for the utility model lacing wire groove (10) is to enlarged drawing,
Fig. 7 is that the utility model II is to enlarged drawing.
The specific embodiment
Section bar with steel system end rib (1) and limit rib (2), on the one side of section bar, be provided with recessed along its length groove (6), section bar by end rib (1) and limit rib (2) under the length of template and the width, the template length L is the integral multiple of 300mm, width B is the integral multiple of 50mm, with thickness is plank or the veneer system panel (5) of 10-12mm, panel surface is covered with the phenolic resins layer, it is in the concave region of 10-12mm that panel is fixedly connected on by convex tendon (7) the formation degree of depth on four sides by securing member, be provided with positive stop lug boss (8) at the two ends of end rib (1), the lacing wire groove (11) that to be provided with 3-7 length on limit rib (2) be 10-20mm.End rib and limit rib are welded as shaped as frame, be connected with panel (5) with securing member above, the both sides intercostal is fixedly connected with crossbeam (3), and larger-size template can be established many crossbeams, be provided with handle (4) on the crossbeam of centre, larger-size template can adopt two handles.On end rib and limit rib, be provided with 1-2 the circular port (10) that is used for latch nail or tether use, circular port diameter 15-20mm, pitch of holes 75-150mm, on end rib and limit rib, be provided with the rectangular opening that is connected (9) that is used for tapered dowel, rectangular opening length 15-20mm, width 5-10mm, pitch of holes 75-150mm.According to said method be made as the template of all size, supporting use conveniently is used in combination.
Claims (5)
1. steel face side combined planar template, form frame by end rib (1) and limit rib (2), be fixedly connected with panel (5) above, it is characterized in that, the exposed face of end rib (1) and limit rib (2) is provided with recessed along its length groove (6), inner surface at end rib and limit rib is provided with convex tendon (7), panel (5) is fixedly connected on by in the concave region that convex tendon constitutes on four sides, on end rib (1) and limit rib (2), be provided with rectangular opening (9) and circular port (10), the template length L is the integral multiple of 300mm, and width B is the integral multiple of 50mm.
2. steel face side combined planar template as claimed in claim 1 is characterized in that the two ends of end rib (1) are provided with positive stop lug boss (11), and being provided with at least 3 length on limit rib (2) is the lacing wire groove (8) of 10-20mm.
3. steel face side combined planar template as claimed in claim 1 is characterized in that the both sides intercostal is fixedly connected with crossbeam (3), is provided with handle (4) on the crossbeam of centre.
4. as claim 1,2 described steel face side combined planar templates, it is characterized in that, end rib (1), limit rib (2) and crossbeam (3) be fixedly connected as welding.
5. steel face side combined planar template as claimed in claim 1 is characterized in that, panel (5) is fixedly connected in the concave region that is made of four side upper protruding blocks (7) by securing member, and panel is made by plank or veneer, and panel surface is covered with the phenolic resins layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201047585U CN201056833Y (en) | 2007-06-29 | 2007-06-29 | Steel and wood face combined plane template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201047585U CN201056833Y (en) | 2007-06-29 | 2007-06-29 | Steel and wood face combined plane template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201056833Y true CN201056833Y (en) | 2008-05-07 |
Family
ID=39425674
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007201047585U Expired - Lifetime CN201056833Y (en) | 2007-06-29 | 2007-06-29 | Steel and wood face combined plane template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201056833Y (en) |
-
2007
- 2007-06-29 CN CNU2007201047585U patent/CN201056833Y/en not_active Expired - Lifetime
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: YUNNAN PROV CHUNYING YA XITAIKE MOULD MANUFACTURIN Free format text: FORMER OWNER: KUMING STEEL PLATES SPRINGS FACTORY Effective date: 20090522 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20090522 Address after: Yunnan province Kunming city Wuhua District kunsha Road No. 252, zip code: 650101 Patentee after: Yunnan Chunying Tech Engineering Forms Co., Ltd. Address before: Yunnan province Kunming city Wuhua District kunsha Road No. 252, zip code: 650101 Patentee before: Kunming Steel Plate Spring Plant |
|
| C56 | Change in the name or address of the patentee |
Owner name: YUNNAN CHUNYING ENGINEERING FORMS CO., LTD. Free format text: FORMER NAME: |
|
| CP03 | Change of name, title or address |
Address after: 650106 No. 603-2, No. 2 West Road, hi tech Zone, Yunnan, Kunming Patentee after: Yunnan Chynying-Asiatech Engineering Forms Co., Ltd. Address before: 650101 Yunnan Province, Kunming city Wuhua District kunsha Road No. 252 Patentee before: Yunnan Chunying Tech Engineering Forms Co., Ltd. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20080507 |