CN201232352Y - L-shaped corner formwork - Google Patents
L-shaped corner formwork Download PDFInfo
- Publication number
- CN201232352Y CN201232352Y CNU2008200580416U CN200820058041U CN201232352Y CN 201232352 Y CN201232352 Y CN 201232352Y CN U2008200580416 U CNU2008200580416 U CN U2008200580416U CN 200820058041 U CN200820058041 U CN 200820058041U CN 201232352 Y CN201232352 Y CN 201232352Y
- Authority
- CN
- China
- Prior art keywords
- formwork
- template
- shaped corner
- whole
- side panel
- 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
Links
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Disclosed is an L-shaped corner formwork, which comprises a front panel, a side panel, a steel bracket and a fastening screw, and is characterized in that the front panel is connected with the side panel by the steel bracket and the fastening screw to form the L-shaped corner formwork; and the L-shaped corner formwork is arranged at the lapping part of a peripheral plate of a cast-in-situ plate and a beam and a wall, the whole formwork in the house center is protected from being damaged so much by the outside force when in formwork removing, particularly corners of the whole formwork in the house center are protected from being damaged, even if the periphery is broken, the L-shaped corner formwork will be damaged instead of the whole formwork, thereby increasing the number of times of turnover of the whole formwork in the house center, saving costs, and also effectively ensuring the concrete appearance quality.
Description
Affiliated technical field
The utility model relates to construction work, and reinforced concrete construction template specifically is the L type corner template that is arranged on cast-in-place plate peripheral panels and beam, wall lap-joint specially.
Background technology
At present, in construction work, during cast-in-situ floor concrete work template construction, great majority adopt whole veneer (1200mm * 2400mm * 18mm) blanking, be routed to around with beam, wall lap-joint; At the typical floor of engineering, every layer of room planar dimension is identical, and template can be had enough to meet the need and use 3～4 times in theory; And after template is had enough to meet the need twice usually, because whole template volume when form removal is big, weight is heavier, behaviour does inconvenience and causes the big plate edges of boards breakage of opening, make and the template of local damage has been arranged because of influencing concrete presentation quality in the follow-up construction, having to open greatly plate changes little use or directly changes new template, reduce the number of turnover of template, caused waste of material.
Summary of the invention
In order to overcome the shortcoming of above-mentioned prior art; the utility model provides a kind of L type corner template; be arranged on cast-in-place plate peripheral panels and beam, wall lap-joint specially; damage when being subjected to form removal less with whole template of the protection room heart; to guarantee Surface Quality of Concrete; improve big turnover of opening template and use defective material, save cost.
The technical scheme that its technical problem that solves the utility model adopts is: utilize the plywood form lath to make front plate (wide 200mm) and side panel (wide 82mm), in the jigsaw inboard front plate is connected with side panel with holding screw with steel angle sign indicating number again, produces L type corner template.
The leftover pieces of described front plate and side panel employing veneer etc. are made into the lath that width is respectively 200mm and 82mm.
Described steel angle sign indicating number adopts
50 * 5 angle steel cut the angle sign indicating number of making.
Described holding screw adopts self-tapping screw.
The utility model is simple in structure, reasonable in design, be actually in use as whole the ruined substitute of template, because of L type corner template mainly adopts leftover pieces to manufacture, and the steel angle sign indicating number in the ruined L type corner template can also remove as manufacturing new L type corner template, effectively raise the use number of turnover of whole template, reduced the template construction cost.
Description of drawings
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 is a L type corner formwork structure operation drawing
Fig. 2 is the profile of L type corner template
Fig. 3 is a use schematic diagram of the present utility model
The specific embodiment
Consult Fig. 1, steel angle sign indicating number (3) the fixedly constant spacing of front plate (1) and side panel (2) is 300mm, and front plate (1) width is 200mm, and thickness is 18mm, and side panel (2) width is 82mm, and thickness is 18mm, and steel angle sign indicating number (3) is for long 50mm's
50 * 5 angle steel.
Consult Fig. 2, adopt steel angle sign indicating number (3) and holding screw (4) that front plate (1) and side panel (2) are linked together, form L type corner template,, steel angle sign indicating number (3) can also be removed recycling if L type corner template is damaged after using.
Consult Fig. 3; in the reinforced concrete building engineering; L type corner template (5) is arranged on the junction of whole template of the room heart (6) and other template (7); when after concrete construction is finished, removing all templates; the corner of whole template of the room heart (6) can not be damaged because L corner template (5) protection is arranged; L type corner template (5) itself adopts leftover pieces processing to manufacture; utilize the cheap L type corner template (5) of cost to replace room whole template of the heart (6) to damage, thereby reached the purpose of saving cost.
Claims (1)
1, a kind of L type corner template comprises front plate (1), side panel (2), steel angle sign indicating number (3), holding screw (4); It is characterized in that front plate (1) and side panel (2) being connected and fixed with holding screw (4) and steel angle sign indicating number (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200580416U CN201232352Y (en) | 2008-05-06 | 2008-05-06 | L-shaped corner formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200580416U CN201232352Y (en) | 2008-05-06 | 2008-05-06 | L-shaped corner formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201232352Y true CN201232352Y (en) | 2009-05-06 |
Family
ID=40618728
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008200580416U Expired - Lifetime CN201232352Y (en) | 2008-05-06 | 2008-05-06 | L-shaped corner formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201232352Y (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104742228A (en) * | 2015-04-20 | 2015-07-01 | 张广山 | Concrete corner steel mould |
| CN106193599A (en) * | 2016-08-31 | 2016-12-07 | 河南省第二建设集团有限公司 | A kind of structure of building template piece corner brace correction |
| CN106499177A (en) * | 2016-12-09 | 2017-03-15 | 绍兴明煌建材科技有限公司 | The wooden model girth member and its construction method of a kind of post beam and post beam junction |
| CN110274812A (en) * | 2019-07-04 | 2019-09-24 | 中国科学院武汉岩土力学研究所 | Concrete structure surface sample preparation device |
-
2008
- 2008-05-06 CN CNU2008200580416U patent/CN201232352Y/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104742228A (en) * | 2015-04-20 | 2015-07-01 | 张广山 | Concrete corner steel mould |
| CN106193599A (en) * | 2016-08-31 | 2016-12-07 | 河南省第二建设集团有限公司 | A kind of structure of building template piece corner brace correction |
| CN106499177A (en) * | 2016-12-09 | 2017-03-15 | 绍兴明煌建材科技有限公司 | The wooden model girth member and its construction method of a kind of post beam and post beam junction |
| CN110274812A (en) * | 2019-07-04 | 2019-09-24 | 中国科学院武汉岩土力学研究所 | Concrete structure surface sample preparation device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203334663U (en) | Aluminum formwork for stairway structure | |
| CN201232352Y (en) | L-shaped corner formwork | |
| CN105735625A (en) | Side form supporting system for terrace construction | |
| CN203626234U (en) | Partially-recyclable floor slab dropping suspended-formwork device | |
| CN105386538A (en) | CL composite concrete shear wall construction process | |
| CN103216050A (en) | Construction method for mounting eave rafters of antique buildings | |
| CN114704080A (en) | Aluminum template and PC (polycarbonate) component combined mold hanging system and construction method | |
| CN205259593U (en) | Whole spelling formula template of cast -in -place floor and support system | |
| CN208996442U (en) | A kind of working early-dismantling formwork system of cast-in-place concrete structure | |
| CN104563485B (en) | Building formwork system | |
| CN101089329B (en) | Assemblied polyvinyl chloride building engineering shuttering | |
| CN203716484U (en) | Plastic-steel composite construction engineering formwork | |
| CN212715921U (en) | Two-sided coincide wallboard door and window entrance to a cave formwork structure | |
| CN110306802B (en) | Construction method of bottom die of arch structure | |
| CN201627364U (en) | Sizing template for door window opening | |
| CN204040457U (en) | Wooden frame plastic formwork system | |
| CN205276712U (en) | Fine tile roofing of glass drainage in an organized way seals eaves mouth mounting structure | |
| CN211622604U (en) | Building template device with corner | |
| CN211447754U (en) | Composite building template with multilayer structure | |
| CN210767846U (en) | Be applied to syllogic readily removable template in narrow and small space | |
| CN205276720U (en) | Asphalt shingle roofing eaves mouth structure | |
| CN105971269A (en) | Wallboard structure with template screw hole positions standardized | |
| CN205276557U (en) | J -shaped wall connecting structure | |
| CN208456013U (en) | A kind of ceramic integrated wall plate close joint mounting structure for smooth metope | |
| CN206256678U (en) | A kind of steel moulds combined building shuttering |
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: 20090506 |
|
| DD01 | Delivery of document by public notice | ||
| DD01 | Delivery of document by public notice |
Addressee: Zhongda Construction Group Co.,Ltd. Document name: Notification of Expiration of Patent Right Duration |