CN201391086Y - Template assembly for cast-in-place concrete pillars and wall bodies - Google Patents
Template assembly for cast-in-place concrete pillars and wall bodies Download PDFInfo
- Publication number
- CN201391086Y CN201391086Y CN200920301734U CN200920301734U CN201391086Y CN 201391086 Y CN201391086 Y CN 201391086Y CN 200920301734 U CN200920301734 U CN 200920301734U CN 200920301734 U CN200920301734 U CN 200920301734U CN 201391086 Y CN201391086 Y CN 201391086Y
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- China
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- template
- bamboo
- offset plate
- steel
- steel framework
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Abstract
The utility model relates to a template assembly for cast-in-place concrete pillars and wall bodies. The template assembly comprises a steel-frame bamboo-plywood coated template and is characterized in that an internal corner template and an external corner template; the internal corner template comprises two channel steels and a bamboo plywood, and two channel steels are fixedly connected to two ends of the bamboo plywood; the external corner template comprises two angle steels and a bamboo plywood, and the two angle steels are fixedly connected to two ends of the bamboo plywood; and the surface of each steel-frame bamboo plywood of the steel-frame bamboo-plywood coated template is coated with a thin film, a plurality of fixing grooves are formed on the back surface of each steel-frame bamboo plywood, and a metal rod penetrates the fixing grooves of two adjacent upper-and-lower steel-frame bamboo plywood. The template assembly has the advantages that the integral structure of the bamboo plywood is firmer than before, the service life and the cycle utilization rate of the bamboo plywood assembly are increased, and the energy consumption and the construction estimated costs are reduced.
Description
Technical field
The utility model relates to a kind of building appliance, relates in particular to the form assembly of a kind of cast-in-situ concrete pillar, body of wall use.
Background technology
Cast-in-situ concrete pillar in building engineering field at present, the template of body of wall uses the bamboo offset plate as template usually, but the bamboo offset plate that uses is an entire plate now, be generally long 2.44 meters, wide 1.22 meters, because monoblock bamboo offset plate is bigger, just nail has rough ground overleaf, because the moisture of cast-in-situ concrete generally uses one to the erosion of bamboo offset plate, secondary, its edges of boards are owing to suck moisture, cause that edges of boards thickness increases, plate emaciated face glue drops, and makes to meet concrete surface and be uneven three, have to after four times its frame is sawed limit and turn-over processing, cause the number of times that recycles of bamboo offset plate to reduce greatly, consumed resource is big; Corner well damage in assembling and dissembling process, spillage causes concrete surface honeycomb, pitted skin, influences architecture quality, repairs these defectives, and is then time-consuming, and produces little effect.
In addition, in traditional building operations, do not have custom-designed negative and positive Angle formwork, cause constructional difficulties, internal corner formwork to be removed and be difficult for, well damage, the template residue is many, the cleaning lost labor.Therefore in the application life of how to improve template, increase work efficiency, reduce cost, become present industry urgent problem.
The utility model content
The purpose of this utility model provides the form assembly of a kind of cast-in-situ concrete pillar, body of wall use, and it can improve the application life of template, increases work efficiency, and reduces cost.
The technical solution adopted in the utility model is:
The form assembly that a kind of cast-in-situ concrete pillar, body of wall use, comprise steel framework bamboo glue template convered with film, described steel framework bamboo glue template convered with film is combined by a plurality of steel framework bamboo offset plates, around being fixed on, the steel framework of each steel framework bamboo offset plate scribbles bamboo offset plate the right and left of overlay film, pass through latch and/or U type card connection between the adjacent steel framework bamboo offset plate, also comprise internal corner formwork and external corner template, described internal corner formwork comprises two channel-section steels and bamboo offset plate, and described two channel-section steels are fixedly connected on bamboo offset plate two ends; Described external corner template comprises two angle steel and bamboo offset plate, and described two angle steel are fixedly connected on bamboo offset plate two ends; Each steel framework bamboo offset plate top layer of described steel framework bamboo glue template convered with film also scribbles one deck overlay film, and each steel framework bamboo offset plate back side is provided with a plurality of fixed grooves, is installed with Metallic rod between the fixed groove on adjacent up and down two steel framework bamboo offset plates.
Described Metallic rod is a square steel.
Described overlay film is an epoxy resin film.
The utility model also comprises internal corner formwork and external corner template, and described internal corner formwork comprises two channel-section steels and bamboo offset plate, and described two channel-section steels are fixedly connected on bamboo offset plate two ends; Described external corner template comprises two angle steel and bamboo offset plate, and described two angle steel are fixedly connected on bamboo offset plate two ends; This normalized template design has changed original negative and positive angle constructional difficulties, internal corner formwork is removed and is difficult for, well damage, and the template residue is many, cleaning lost labor's situation.The utility model can be according to different needs with internal corner formwork, external corner template and the aggregate erection of steel framework bamboo glue template convered with film, and is convenient and safe, improved work efficiency greatly.
Each steel framework bamboo offset plate top layer of the utility model steel framework bamboo glue template convered with film also scribbles one deck overlay film, can stop the erosion of aqueous vapor to template.Each steel framework bamboo offset plate back side is provided with a plurality of fixed grooves, be installed with Metallic rod between the fixed groove on adjacent up and down two steel framework bamboo offset plates, described Metallic rod is a square steel, can improve the intensity and the planeness of bamboo offset plate like this, improve the application life and the cyclic utilization rate of combination steel framework bamboo glue template convered with film, thereby reduced resource consumption and budgeted cost for work performed.
The utility model has the advantages that:
1, composite assembly in light weight and dismounting are disintegrated very convenient flexible.
2, bamboo offset plate easy to make is easy to cutting, is processed into difformity.
3, steel using amount is few.
4, all transfer efficient height, the plate face is behind overlay film, and the number of turnover reaches more than 40 times, is 3-5 times of the conventional template number of turnover.
5, construction quality is good, concrete surface smooth smooth, the negative and positive angle is straight clear.
Description of drawings
Below in conjunction with the drawings and specific embodiments the utility model is described in further detail:
Fig. 1 is the structural representation of the utility model steel framework bamboo glue template convered with film.
Fig. 2 is the structural representation of the utility model internal corner formwork.
Fig. 3 is the sectional view of Fig. 2.
Fig. 4 is the structural representation of the utility model external corner template.
Fig. 5 is the sectional view of Fig. 3.
Wherein 1, steel framework, 2, latch, 3, fixed groove, 4, square steel, 5, the bamboo offset plate, 6, angle steel, 7, channel-section steel, 8, U type card.
The specific embodiment
Shown in Fig. 1 to 5, a kind of cast-in-situ concrete pillar of the present utility model, the form assembly that body of wall uses, comprise steel framework bamboo glue template convered with film, internal corner formwork and external corner template, steel framework bamboo glue template convered with film is combined by a plurality of steel framework bamboo offset plates, around being fixed on, the steel framework 1 of each steel framework bamboo offset plate scribbles bamboo offset plate 5 the right and lefts of epoxy resin film, be connected with U type card 8 by latch 2 between the adjacent steel framework bamboo offset plate, internal corner formwork comprises two channel-section steels 7 and bamboo offset plate 5, two channel-section steels 7 are fixedly connected on bamboo offset plate 5 two ends, the external corner template comprises that two angle steel 6 and 5, two angle steel 6 of bamboo offset plate are fixedly connected on bamboo offset plate 5 two ends; Each steel framework bamboo offset plate top layer of steel framework bamboo glue template convered with film also scribbles one deck epoxy resin film, and each steel framework bamboo offset plate back side is provided with a plurality of fixed grooves 3, is installed with square steel 4 between the fixed groove 3 on adjacent up and down two steel framework bamboo offset plates.
Claims (3)
1. form assembly that cast-in-situ concrete pillar, body of wall use, comprise steel framework bamboo glue template convered with film, described steel framework bamboo glue template convered with film is combined by a plurality of steel framework bamboo offset plates, around being fixed on, the steel framework of each steel framework bamboo offset plate scribbles bamboo offset plate the right and left of overlay film, pass through latch and/or U type card connection between the adjacent steel framework bamboo offset plate, it is characterized in that also comprising internal corner formwork and external corner template, described internal corner formwork comprises two channel-section steels and bamboo offset plate, and described two channel-section steels are fixedly connected on bamboo offset plate two ends; Described external corner template comprises two angle steel and bamboo offset plate, and described two angle steel are fixedly connected on bamboo offset plate two ends; Each steel framework bamboo offset plate top layer of described steel framework bamboo glue template convered with film also scribbles one deck overlay film, and each steel framework bamboo offset plate back side is provided with a plurality of fixed grooves, is installed with Metallic rod between the fixed groove on adjacent up and down two steel framework bamboo offset plates.
2. the form assembly that a kind of cast-in-situ concrete pillar according to claim 1, body of wall use is characterized in that described Metallic rod is a square steel.
3. the form assembly that a kind of cast-in-situ concrete pillar according to claim 1, body of wall use is characterized in that described overlay film is an epoxy resin film.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200920301734U CN201391086Y (en) | 2009-03-30 | 2009-03-30 | Template assembly for cast-in-place concrete pillars and wall bodies |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200920301734U CN201391086Y (en) | 2009-03-30 | 2009-03-30 | Template assembly for cast-in-place concrete pillars and wall bodies |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201391086Y true CN201391086Y (en) | 2010-01-27 |
Family
ID=41597908
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200920301734U Expired - Fee Related CN201391086Y (en) | 2009-03-30 | 2009-03-30 | Template assembly for cast-in-place concrete pillars and wall bodies |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201391086Y (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110439257A (en) * | 2019-08-23 | 2019-11-12 | 重庆建工第三建设有限责任公司 | A kind of high turnover rate fashioned iron of sectional-film coating plywood light-type template system construction method |
-
2009
- 2009-03-30 CN CN200920301734U patent/CN201391086Y/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110439257A (en) * | 2019-08-23 | 2019-11-12 | 重庆建工第三建设有限责任公司 | A kind of high turnover rate fashioned iron of sectional-film coating plywood light-type template system construction method |
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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: 20100127 Termination date: 20160330 |