CN202718384U - Building template - Google Patents
Building template Download PDFInfo
- Publication number
- CN202718384U CN202718384U CN 201220343791 CN201220343791U CN202718384U CN 202718384 U CN202718384 U CN 202718384U CN 201220343791 CN201220343791 CN 201220343791 CN 201220343791 U CN201220343791 U CN 201220343791U CN 202718384 U CN202718384 U CN 202718384U
- Authority
- CN
- China
- Prior art keywords
- plastic plate
- reinforcing rib
- ribs
- reinforcing
- utility
- 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
Links
Images
Abstract
The utility model relates to a building template, which comprises two surface-layer panels, wherein an intermediate-layer reinforcing plate is at least arranged between the two surface-layer panels, both the panels and the reinforcing plates are plastic plates, and the adjacent plastic plates are connected by reinforcing ribs. The reinforcing ribs can be vertical ribs which are vertical to the plastic plates and also can be inclined ribs each of which the included angle with each plastic plate is smaller than 90 degrees. The reinforcing ribs can be a structure in which the vertical ribs and the inclined ribs are combined. In the construction process, the template can be cut into any size, and the strength of the cut template can be ensured. The building temperature disclosed by the utility model is convenient to construct and high in efficiency.
Description
Technical field
The utility model relates to a kind of constructional materials, particularly a kind of construction formwork.
Background technology
Construction formwork of the prior art is to comprise up and down two-layer panel, is provided with reinforcing rib between two-layer panel, is provided with the reinforcement leg at the lower floor first-class interval of panel.Its weak point is: cut size and be restricted, dumb, as cut size less than between the adjacent reinforcement leg apart from the time, will occur only having a side that the reinforcement leg is arranged, the phenomenon that opposite side is unsettled, its intensity is affected, can fracture at unsettled place.
Summary of the invention
The technical problems to be solved in the utility model is for the deficiencies in the prior art, has proposed a kind ofly can cut into arbitrary dimension and do not affect the construction formwork of intensity.
The technical problems to be solved in the utility model is achieved through the following technical solutions, a kind of construction formwork, be characterized in: comprise two skin panels, between two skin panels, be provided with at least an intermediate layer stiffener, panel and stiffener all are set to plastic plate, connect by reinforcing rib between the adjacent plastic plate.
The technical problems to be solved in the utility model can also be come to realize that further described reinforcing rib is and the vertically disposed stud of plastic plate by the following technical programs.
The technical problems to be solved in the utility model can also come further to realize by the following technical programs, and described reinforcing rib is and the angle of the plastic plate diagonal bar less than 90 °.
The technical problems to be solved in the utility model can also come further to realize by the following technical programs, described reinforcing rib comprise with the vertically disposed stud of plastic plate and with the angle of the plastic plate diagonal bar less than 90 °.
Compared with prior art, the utility model adopts the laminated plastics plate, and is connected to an integral body by reinforcing rib, template can be cut into arbitrary dimension like this in construction, and can guarantee the intensity of the template that cuts.Its easy construction, efficient height.
Description of drawings
Fig. 1 is that reinforcing rib is the structural representation of stud.
Fig. 2 is that reinforcing rib is the structural representation that stud and diagonal bar combination arrange.
The specific embodiment
A kind of construction formwork comprises two skin panels 1, is provided with at least an intermediate layer stiffener 3 between two skin panels, and described panel and stiffener all are set to plastic plate, connect by reinforcing rib between the adjacent plastic plate.The intermediate layer stiffener is generally 1 ~ 3 layer.
Described reinforcing rib can be and the vertically disposed stud 2 of plastic plate.Described reinforcing rib also can be and the angle of the plastic plate diagonal bar 4 less than 90 °.Reinforcing rib can also be the structure that stud and diagonal bar combination arrange.
Claims (4)
1. construction formwork, it is characterized in that: comprise two skin panels, be provided with at least an intermediate layer stiffener between two skin panels, panel and stiffener all are set to plastic plate, connect by reinforcing rib between the adjacent plastic plate.
2. construction formwork according to claim 1 is characterized in that: described reinforcing rib for and the vertically disposed stud of plastic plate.
3. construction formwork according to claim 1 is characterized in that: described reinforcing rib for the angle of the plastic plate diagonal bar less than 90 °.
4. construction formwork according to claim 1 is characterized in that: described reinforcing rib comprise with the vertically disposed stud of plastic plate and with the angle of the plastic plate diagonal bar less than 90 °.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220343791 CN202718384U (en) | 2012-07-17 | 2012-07-17 | Building template |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220343791 CN202718384U (en) | 2012-07-17 | 2012-07-17 | Building template |
Publications (1)
Publication Number | Publication Date |
---|---|
CN202718384U true CN202718384U (en) | 2013-02-06 |
Family
ID=47620210
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 201220343791 Expired - Fee Related CN202718384U (en) | 2012-07-17 | 2012-07-17 | Building template |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN202718384U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103835495A (en) * | 2014-03-12 | 2014-06-04 | 盐城日兴企画塑业有限公司 | PDCPD (polydicyclopentadiene) building formwork |
CN106245903A (en) * | 2016-10-09 | 2016-12-21 | 苏州利波紧固件有限公司 | A kind of reinforced composite material building template |
-
2012
- 2012-07-17 CN CN 201220343791 patent/CN202718384U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103835495A (en) * | 2014-03-12 | 2014-06-04 | 盐城日兴企画塑业有限公司 | PDCPD (polydicyclopentadiene) building formwork |
CN106245903A (en) * | 2016-10-09 | 2016-12-21 | 苏州利波紧固件有限公司 | A kind of reinforced composite material building template |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN202280178U (en) | Bilayer profiled steel sheet concrete composite shear wall provided with binding bars | |
CN202718384U (en) | Building template | |
CN203891258U (en) | Built-in steel-plate shear wall steel structure system of assembly type steel-pipe concrete combination column frame | |
CN203257089U (en) | Modularized plastic formwork | |
CN102535650A (en) | Device for connecting composite wallboard and floor slab | |
CN205954972U (en) | Steel structure floor slab | |
CN202866031U (en) | High-strength insulation board | |
CN202040272U (en) | Enhanced drag chain for non-metal chain-board mud scraper | |
CN202672842U (en) | Novel temporary enclosing wall for construction site | |
CN201835427U (en) | Light-weight heat-insulation plate with compound steel frames | |
CN205372048U (en) | Color plate | |
CN202544200U (en) | Roof beam mechanism used for steel structure building | |
CN202966324U (en) | Middle lateral wall for subway train | |
CN201972266U (en) | Novel shear wall | |
CN203230079U (en) | Oval-similar inner mould for cast-in-place concrete hollow floor and with transverse reinforcing ribs and vertical reinforcing ribs | |
CN203420391U (en) | Open floor bearing plate | |
CN202830964U (en) | Connecting mechanism between framework and base | |
CN202809973U (en) | High polymer composite mandrel | |
CN203230078U (en) | Oval-like inner mould for cast-in-place concrete hollow floor and with cross reinforcing ribs | |
CN203284963U (en) | Web built-up beam | |
CN202214818U (en) | Connecting piece for connecting superlight steel roof truss and beam | |
CN203230082U (en) | Highly load-bearing quasi-elliptic internal mould for cast-in-place concrete hollow floor | |
CN203097124U (en) | Roof heat-insulating roofing slate in novel structure | |
CN202031242U (en) | Honeycomb core | |
CN201933689U (en) | Building decorative plate |
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 |
Granted publication date: 20130206 Termination date: 20140717 |
|
EXPY | Termination of patent right or utility model |