CN202081636U - PVC (polyvinyl chloride) plastic high-strength as-cast finish concrete building formwork - Google Patents
PVC (polyvinyl chloride) plastic high-strength as-cast finish concrete building formwork Download PDFInfo
- Publication number
- CN202081636U CN202081636U CN2010201304834U CN201020130483U CN202081636U CN 202081636 U CN202081636 U CN 202081636U CN 2010201304834 U CN2010201304834 U CN 2010201304834U CN 201020130483 U CN201020130483 U CN 201020130483U CN 202081636 U CN202081636 U CN 202081636U
- Authority
- CN
- China
- Prior art keywords
- beam column
- formwork
- connector
- template
- plane
- 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
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model belongs to the technical field of building part formwork, in particular to a PVC (polyvinyl chloride) plastic high-strength as-cast finish concrete building formwork, wherein bolt holes used for fixing are arranged in beam-column planar connecting parts of the beam-column formwork respectively; grooves are respectively arranged on the planar connecting part of the beam-column formwork corner connecting part; the beam-column formworks can be assembled into planes with any dimensions by the beam-column planar connecting part; and the beam-column formwork is provided with a plurality of reinforcing bulges on one plane. The PVC (polyvinyl chloride) plastic high-strength as-cast finish concrete building formwork has the advantages that the surface of the formwork after being demoulded is a mirror surface; secondary ash applying is not required; the coating can be brushed directly; the dimension of the formwork can be prearranged freely; the formwork has light weight, can be assembled and disassembled conveniently, can be operated and transported safely and reliably, has low labor intensity and high construction efficiency, requires no demoulding agent, is easy to clean and maintain, can reduce the charges for cleaning and maintaining the formwork, is easy to demould, can quicken the construction progress, shortens the construction period, generates no three wastes and scraps, can be reclaimed and utilized, and saves the building cost.
Description
Technical field
The utility model belongs to building component mould plate technique field, relates to a kind of PVC plastics high strength exposed concrete building template, can be used for being assembled into the formwork structure such as column, shear wall, floor of building, uses for concreting.International Patent classificating number: E04G9/00.
Existing building uses common bamboo offset plate or wooden form in the building of column, shear wall, floor, because structure is unreasonable, it is single in use to exist structure, can not adjust; Shortcomings such as template out-of-flatness, seam imprecision, template heavily wait defective, and this template construction rear surface is coarse must carry out secondary operations, and a form removal is heavy, and labour intensity is big, and the cost height needs the brushing release agent during use, the bad construction period of fissility is long.
The technical solution of the utility model exists in order to solve in the prior art that (in use structure is single to use common bamboo offset plate or wooden form, can not adjust, the template out-of-flatness, the seam imprecision, template is heavy, must carry out secondary operations, it is heavy to prop up form removal, labour intensity is big, shortcomings such as cost height, and provide a kind of PVC plastics high strength exposed concrete building template, beam column template by different size, dull and stereotyped, beam column modular angle connector, connector of beam column mould, dull and stereotyped, dull and stereotyped mould edge sealing, dull and stereotyped mould center edge fitting is formed model of the column, the crossbeam template, the column that shear wall formwork can be used for building after combination, shear wall, use in the floor.
The purpose of this utility model technical scheme:
A kind of PVC plastics high strength exposed concrete building template, this template comprises beam column template, beam column plane connector, beam column modular angle connector, flat board, dull and stereotyped mould center connector and dull and stereotyped mould edge sealing, wherein: a bolt hole that is used for firm usefulness respectively is set on the connector of the beam column plane of beam column template, on the plane connector of beam column modular angle connector, respectively be provided with a groove, can be assembled into the plane of arbitrary dimension by the beam column template with beam column plane connector; The beam column template is that several reinforcement projectioies are arranged on a plane, wherein strengthen projection and be provided with projection and be used for and being connected and the connection of beam column modular angle connector of beam column plane connector, be connected the pouring model that can be used as beam column after making up with beam column modular angle connector with the beam column template and build pouring.
The beneficial effects of the utility model:
The utility model provides a kind of novel PVC plastics high strength exposed concrete building template, this utility model use between rear pattern plate since adopt reinforcement projection on the template be provided with projection be used for beam column plane connector be connected and the connection of beam column modular angle connector can closely connect, template surface is smooth, owing to adopt the PVC plastics, so it is in light weight, demoulding rear surface is minute surface, need not the secondary dust, directly paint coating, preliminary dimension arbitrarily, in light weight, prop up and tear open conveniently, operate and carry safe and reliable, labour intensity is low, the efficiency of construction height need not the brushing release agent, cleans easily and maintains, can reduce template cleaning and upkeep cost, the easily demoulding, accelerating construction progress shortens the construction period greatly, the no three wastes and waste, recyclable utilization realizes saving natural resource, has saved building costs for unit in charge of construction greatly.
Description of drawings
The utility model has 6 width of cloth accompanying drawings.
Fig. 1. be beam column plane connector schematic diagram;
Fig. 2. beam column template schematic diagram;
Fig. 3. be beam column template and beam column plane connector assembling schematic diagram;
Fig. 4. be beam column modular angle connector;
Fig. 5. be beam column template and beam column modular angle connector combination schematic diagram;
Fig. 6. be dull and stereotyped mould peace template die center connector and dull and stereotyped mould edge sealing planar combination floor map.
The specific embodiment
Below in conjunction with accompanying drawing most preferred embodiment of the present utility model is described further:
PVC plastics high strength exposed concrete building template, this template comprises beam column template 1, beam column plane connector 6 and 7, beam column modular angle connector 2 and 3, flat board 4, dull and stereotyped mould center connector 5 and dull and stereotyped mould edge sealing 18, wherein: a bolt hole 13 and 14 that is used for firm usefulness respectively is set on the beam column plane of beam column template 1 connector 6 and 7, on the plane connector 6 and 7 of beam column modular angle connector 2 each be provided with a groove 15, can be assembled into the plane of arbitrary dimension by beam column template 1 usefulness beam column plane connector 6 and 7; Beam column template 1 is that several reinforcement projectioies 10 and 11 are arranged on a plane, wherein strengthen projection 10 and be provided with projection 12 and be used for and beam column plane connector 6 and 7 be connected and beam column modular angle connector 2 and 3 be connected, build pouring after making up the pouring model that can be used as beam column with beam column template 1 and beam column modular angle connector 2 and 3 connectors.
As Fig. 1 is the plane connector 6 and 7 of beam column template 1, and a bolt hole 13 and 14 that is used for firm usefulness respectively is set on plane connector 6 and 7, and each is provided with a groove 15 on the plane of beam column template 2 connector 6 and 7.
As Fig. 2 is beam column template 1, and beam column template 1 is that several reinforcements projection 10 and 11 is arranged on a plane, wherein strengthens projection 10 and is provided with projection 12 and is used for and plane connector 6 and 7 be connected and beam column modular angle connector 2 and 3 be connected.
As Fig. 3 is the plane connector 6 of beam column template 1 and beam column template 1 and 7 assembling schematic diagram.It is the reinforcement projection 10 of beam column template 2 be provided with projection 12 be used for plane connector 6 and 7 on 15 is connected and then carries out the fastening plane that can be assembled into arbitrary dimension and be connected with bolt 9 and nut 8.
As Fig. 4 is the beam column modular angle connector 2 and 3 of beam column template 1, beam column modular angle connector 2 and 3 be provided with one with plane connector 6 and 7 on the same bolt hole that is used for firm usefulness 13 and 14 be provided with, and groove 16 respectively be set on modular angle connector 2 and 3 be used for and being connected of beam column template 1.
As Fig. 5 is beam column template 1 and beam column modular angle connector 2 and 3 combination schematic diagrames, and the combination back is carried out fastening with bolt 9 and nut 8, can be assembled into square, and the pouring model that can be used as beam column is built pouring;
Can realize the plane pouring of the combination arbitrary dimension of architectural plane for dull and stereotyped mould 4 peaceful template die center connectors 5 and dull and stereotyped mould edge sealing 18 as Fig. 6.
The involved formwork structure of the utility model patent is made of jointly beam column template 1, beam column plane connector 6 and 7, beam column modular angle connector 2 and 3, flat board 4, dull and stereotyped mould center connector 5 and dull and stereotyped mould edge sealing 18.
Claims (1)
1. PVC plastics high strength exposed concrete building template, it is characterized in that: this template comprises beam column template (1), beam column plane connector (6,7), beam column modular angle connector (2,3), dull and stereotyped (4), dull and stereotyped mould center connector (5) and dull and stereotyped mould edge sealing (18), wherein: at the beam column plane of beam column template (1) connector (6, one bolt hole (13 that is used for firm usefulness respectively is set 7), 14), plane connector (6 at beam column modular angle connector (2), 7) respectively be provided with a groove (15) on, can be assembled into the plane of arbitrary dimension with beam column plane connector (6,7) by beam column template (1); Beam column template (1) is that several reinforcement projectioies (10 are arranged on a plane, 11), wherein reinforcement projection (10) is provided with projection (12) and is used for and beam column plane connector (6,7) connection and beam column modular angle connector (2,3) connection, build pouring with the pouring model that can be used as beam column after beam column template (1) and beam column modular angle connector (2,3) the connection combination.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010201304834U CN202081636U (en) | 2010-03-15 | 2010-03-15 | PVC (polyvinyl chloride) plastic high-strength as-cast finish concrete building formwork |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010201304834U CN202081636U (en) | 2010-03-15 | 2010-03-15 | PVC (polyvinyl chloride) plastic high-strength as-cast finish concrete building formwork |
Publications (1)
Publication Number | Publication Date |
---|---|
CN202081636U true CN202081636U (en) | 2011-12-21 |
Family
ID=45342272
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2010201304834U Expired - Fee Related CN202081636U (en) | 2010-03-15 | 2010-03-15 | PVC (polyvinyl chloride) plastic high-strength as-cast finish concrete building formwork |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN202081636U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109252657A (en) * | 2018-11-06 | 2019-01-22 | 云南云冶中信塑木新型材料有限公司 | A kind of novel rapid-installation method for preparing template |
CN111535574A (en) * | 2020-04-29 | 2020-08-14 | 杭州天和建设集团有限公司 | Ribbed assembled molding system and construction method thereof |
-
2010
- 2010-03-15 CN CN2010201304834U patent/CN202081636U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109252657A (en) * | 2018-11-06 | 2019-01-22 | 云南云冶中信塑木新型材料有限公司 | A kind of novel rapid-installation method for preparing template |
CN111535574A (en) * | 2020-04-29 | 2020-08-14 | 杭州天和建设集团有限公司 | Ribbed assembled molding system and construction method thereof |
CN111535574B (en) * | 2020-04-29 | 2022-02-11 | 杭州天和建设集团有限公司 | Ribbed assembled molding system and construction method thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101852012A (en) | Plastic exposed concrete building template | |
CN1332102C (en) | Dismantling-free internal and external wall heat insulation decoration formwork and its construction method | |
CN203213346U (en) | Connecting structure for assembling integral concrete frame and shear wall | |
CN103243838A (en) | Connection structure of integrally assembled concrete frame and shear wall | |
CN102433958A (en) | Prefabricated wall board construction member | |
CN202081636U (en) | PVC (polyvinyl chloride) plastic high-strength as-cast finish concrete building formwork | |
CN201809965U (en) | Plastic/fair-faced concrete building formwork | |
CN105155836A (en) | Aluminum alloy formwork for buildings and method for applying aluminum alloy formwork | |
CN206784924U (en) | A kind of combined type structure post steel form | |
CN211691443U (en) | Cast-in-place construction formwork trolley for building infilled wall | |
CN111809868A (en) | Corner reinforcement for constructing column formwork and formwork reinforcement method | |
CN204645613U (en) | A kind of alter-pouring strips mould plate with tipping platform | |
CN105239770B (en) | Integrated casting steel framework plastic building template system | |
CN212453627U (en) | Corner reinforcement for construction of column formwork | |
CN205171986U (en) | Modular template | |
CN103883119A (en) | Building formwork installation method used for early-detached system | |
CN201225001Y (en) | Composite die for casting building frame | |
CN110374241B (en) | Floor bottom module, floor and method for constructing floor | |
CN210562389U (en) | Plastic module assembly for collecting and storing rainwater and water storage tank with same | |
CN204040457U (en) | Wooden frame plastic formwork system | |
CN202937002U (en) | Metal net supporting fabricated formwork | |
CN205894659U (en) | Combined handy multifunctional plastic building form | |
CN207110140U (en) | A kind of honeycomb board member for being used to make concrete curtain wall plate | |
CN217631229U (en) | Modular building steel template capable of being recycled | |
CN217461493U (en) | Reinforcing structure of rectangular member capable of being recycled |
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 | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20111221 Termination date: 20170315 |