CN201627361U - FRP glass fiber reinforced plastic-wood composite formwork system - Google Patents
FRP glass fiber reinforced plastic-wood composite formwork system Download PDFInfo
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- CN201627361U CN201627361U CN 201020128267 CN201020128267U CN201627361U CN 201627361 U CN201627361 U CN 201627361U CN 201020128267 CN201020128267 CN 201020128267 CN 201020128267 U CN201020128267 U CN 201020128267U CN 201627361 U CN201627361 U CN 201627361U
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Abstract
The utility model discloses an FRP glass fiber reinforced plastic-wood composite formwork system which comprises a pigsty beam-bottom formwork and a box-shaped beam-side formwork. The pigsty beam-bottom formwork and the box-shaped beam-side formwork are both wood formworks, the well-shaped beam-bottom formwork is set up in the shape of a horizontal grid on the top surface of a formwork support, the well-shaped beam bottom formwork is formed by cross beam-bottom wood back ridges, longitudinal beam-bottom wood back ridges and beam-bottom panels fixedly connected with the beam-bottom wood back ridges; the top surfaces of the box-shaped beam-side formworks are connected with positioning wood blocks by nails; the FRP glass fiber reinforced plastic formworks are buckled on the box-shaped beam-side formwork; the bottom plate of each FRP glass fiber reinforced plastic formwork is provided with four formwork tubes; the positioning wood blocks cling to the inner walls of the formwork tubes; and at least two positioning wood blocks are arranged in each formwork tube. The FRP glass fiber reinforced plastic-wood composite formwork system not only makes use of the advantages of simple and convenient processing and easy forming of the glass fiber reinforced plastic formwork, but also makes use of the advantages of good rigidity, small deformation and mature technique of the wood formwork, thus not only being convenient for construction, but also being capable of meeting the technical requirement of industrial premises, and being capable of reducing the construction cost simultaneously.
Description
Technical field
The utility model relates to a kind of construction formwork system, particularly a kind of template system with factory building floor ceiling of clean and anti-little requirement of shaking.
Background technology
Along with industrial expansion, the special industry factory building with clean and anti-little requirement of shaking emerges in large numbers in various places like rain the back spring bamboo, and as the electronic chip factory building, its typical characteristics are exactly existing clean requirement, and anti-little requirement of shaking is also arranged.Anti-little big, the less nine-squares beam structure of case bay in requirement floor slab structure employing cross section that shakes of building.Clean requirement then need be reserved a large amount of ventilation holes on floor, by the pure air that flows, guarantee the cleanliness factor requirement of toilet.For the special industry factory building of this type, at present conventionally adopt full FRP frp mould as floor ceiling template, FRP is fiberglassreinforcedplastic, i.e. the abbreviation of glass fiber reinforced plastic, the FRP frp mould also is the architectural decoration face after ceiling is finished.But full FRP frp mould exists that integral rigidity is little, distortion is big and since deck-molding take an advanced study into well beam colligation working space narrow and small can't normal construction etc. defective.Simultaneously, full FRP frp mould cost height must drop into substantial contribution.It is many that traditional wooden model then can't solve on the industrial premises floor slab structure hole, and require the difficult problem that reaches clean.
The utility model content
The purpose of this utility model provides a kind of FRP frp mould-wooden model gang form system, solve existing FRP frp mould cost height, integral rigidity is little, distortion is big and because deck-molding is taken an advanced study into the narrow and small technical problem that is difficult to construct of well beam colligation working space.
For achieving the above object, the utility model adopts following technical scheme.
This FRP frp mould-wooden model gang form system, comprise groined type beam bottom board plate and box-girder side template, it is characterized in that: described groined type beam bottom board plate and box-girder side template are wooden model, described groined type beam bottom board plate is set up into horizontal grid shape at the end face of formwork-support, and described groined type beam bottom board plate is made up of with the soffit plate of fixedlying connected on beam sill side back cord horizontal and vertical beam sill side back cord.
Be connected with the location wood particle by nail on the end face of box-girder side template, the FRP frp mould is buckled on the box-girder side template, four formwork tubes are arranged on the base plate of each FRP frp mould, described location wood particle has at least two location wood particles near the inwall of each formwork tube in each formwork tube.
The inside of described box-girder side template is made support by the cross flitch to support, connects into box frame by being connected in the horizontal and vertical beam side rail side back cord of cross flitch to support, and the outside of box-girder side template is connected with box frame by the beam sides plate.
The formwork tube end face of described FRP frp mould is connected with plastic cover plate.
Described beam sill side back cord respectively is arranged with three horizontal and vertical.
The beam side rail side back cord of described box-girder side template has two to four at horizontal every face, is arranged with three to four at vertical every face.
Described formwork-support is that steel pipe bracing frame or bowl are buckled bracing frame.
Compared with prior art the utlity model has following characteristics and beneficial effect.
FRP frp mould-wooden model gang form system adopts FRP frp mould and wooden model to combine, the top slab form is the FRP frp mould, at the bottom of the beam of lower part and the box-girder side template adopt wooden form, the FRP frp mould is fixed by wooden unit in the formwork tube and following wooden model, FRP frp mould and wooden model is combined form a complete template system.FRP frp mould part is easy to be processed into different shape by specialized factory's processing, and any surface finish can satisfy clean requirement, because volume is little, rigidity can reach requirement simultaneously; Beam side rail mould part is carried out prefabricated processing by the job site, is processed into box-shaped, adopts traditional construction technology, is easy to site operation.
The utility model had both adopted frp mould processing easy, be easy to moulding, particularly be easy to make the advantage of structure hole template, adopt the wooden model good rigidity again, be out of shape advantage little, technical maturity, in work progress, can wooden model be installed earlier, treat after reinforcing bar binding finishes the FRP frp mould to be installed again, the location wood particle has played good locating effect.Not only can convenient construction but also can satisfy the technological requirement of industrial premises, also can reduce construction cost simultaneously.
Description of drawings
The utility model is described in more detail below in conjunction with accompanying drawing.
Fig. 1 is the schematic diagram that formwork-support is set up and groined type beam bottom board plate is installed.
Fig. 2 is the scheme of installation of box-girder side template.
Fig. 3 is the scheme of installation of FRP frp mould.
Fig. 4 is the schematic diagram after the nine-squares beam concrete pouring.
Fig. 5 is the vertical section schematic diagram of box-girder side template.
Fig. 6 is the schematic cross section of box-girder side template.
Fig. 7 is a FRP frp mould plan view.
Fig. 8 is the schematic diagram of A-A section among Fig. 7.
Description of drawings: 1-groined type beam bottom board plate, 1.1-beam sill side back cord, 1.2-soffit plate, 2-box-girder side template, 2.1-beam side rail side back cord, 2.2-beam sides plate, 2.3-cross flitch are to support, 3-FRP frp mould, 3.1-base plate, 3.2-formwork tube, 4-formwork-support, 5-plastic cover plate, 6-location wood particle, 7-nine-squares beam concrete, 8-nail.
The specific embodiment
Below in conjunction with embodiment the specific embodiment of utility model is described in further detail.
Embodiment is referring to shown in Fig. 1～8, and this FRP frp mould-wooden model gang form system comprises groined type beam bottom board plate and box-girder side template, and described groined type beam bottom board plate and box-girder side template are wooden model.
Referring to shown in Figure 1, described groined type beam bottom board plate 1 is set up into horizontal grid shape at the end face of formwork-support 4, and formwork-support 4 can be the steel pipe bracing frame or bowl is buckled bracing frame.Groined type beam bottom board plate 1 is made up of with the soffit plate 1.2 of fixedlying connected on beam sill side back cord horizontal and vertical beam sill side back cord 1.1, and beam sill side back cord respectively is arranged with three horizontal and vertical.
Referring to Fig. 2～4, shown in Figure 7, be connected with location wood particle 6 by nail 8 on the end face of box-girder side template, FRP frp mould 3 is buckled on the box-girder side template.Four formwork tubes 3.2 are arranged on the base plate 3.1 of each FRP frp mould 3, and wood particle 6 inwalls near each formwork tube 3.2 in described location have at least two location wood particles 6 in each formwork tube 3.2.
Referring to Fig. 5, shown in Figure 6, the inside of described box-girder side template 2 is made support by the cross flitch to supportting 2.3, connect into box frame by being connected in the cross flitch to supportting 2.3 horizontal and vertical beam side rail side back cord 2.1, the outside of box-girder side template 2 is connected with box frame by beam sides plate 2.2.The beam side rail side back cord 2.1 of described box-girder side template 2 has more than two or two at horizontal every face, is arranged with more than four or four at vertical every face.
Referring to shown in Figure 8, the formwork tube end face of described FRP frp mould 3 is connected with plastic cover plate 5.
Construction method step of the present utility model is as follows.
1, according to the agent structure characteristics, draw FRP frp mould operation drawing, make the FRP frp mould by the specialized vendor in advance according to operation drawing.
2, according to design feature, draw box-girder side rail mould operation drawing, the processing of box-girder side rail mould adds in the builder's temporary shed at the construction field (site) to be carried out.
3, all round victory support is set up in calculating according to load.
4, groined type beam sill template is laid.
5, nine-squares beam reinforcing bar binding.
6, box-girder side rail mould is installed.
7, the FRP frp mould is installed, and with the location wood particle FRP frp mould is connected with box beam side rail mould.
8, floor bar colligation.
9, concreting, maintenance.
10, beam sill mould and box beam side form are removed, and the FRP frp mould is not removed, as decorative cover.
11, beam concrete surface epoxy resin construction.
Claims (6)
1. FRP frp mould-wooden model gang form system, comprise groined type beam bottom board plate and box-girder side template, it is characterized in that: described groined type beam bottom board plate and box-girder side template are wooden model, described groined type beam bottom board plate (1) is set up into horizontal grid shape at the end face of formwork-support (4), and described groined type beam bottom board plate (1) is made up of with the soffit plate (1.2) of fixedlying connected on beam sill side back cord (1.1) horizontal and vertical beam sill side back cord (1.1);
Be connected with location wood particle (6) by nail (8) on the end face of box-girder side template, FRP frp mould (3) is buckled on the box-girder side template, on the base plate (3.1) of each FRP frp mould (3) four formwork tubes (3.2) are arranged, described location wood particle (6) has at least two location wood particles (6) near the inwall of each formwork tube (3.2) in each formwork tube (3.2).
2. FRP frp mould according to claim 1-wooden model gang form system, it is characterized in that: the inside of described box-girder side template (2) is made support by the cross flitch to support (2.3), connect into box frame by being connected in the horizontal and vertical beam side rail side back cord (2.1) of cross flitch to support (2.3), the outside of box-girder side template (2) is connected with box frame by beam sides plate (2.2).
3. FRP frp mould according to claim 1 and 2-wooden model gang form system is characterized in that: the formwork tube end face of described FRP frp mould (3) is connected with plastic cover plate (5).
4. FRP frp mould according to claim 3-wooden model gang form system is characterized in that: described beam sill side back cord (1.1) respectively is arranged with three horizontal and vertical.
5. FRP frp mould according to claim 3-wooden model gang form system is characterized in that: the beam side rail side back cord (2.1) of described box-girder side template (2) has two to four at horizontal every face, is arranged with three to four at vertical every face.
6. FRP frp mould according to claim 3-wooden model gang form system is characterized in that: described formwork-support (4) is that steel pipe bracing frame or bowl are buckled bracing frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201020128267 CN201627361U (en) | 2010-03-11 | 2010-03-11 | FRP glass fiber reinforced plastic-wood composite formwork system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201020128267 CN201627361U (en) | 2010-03-11 | 2010-03-11 | FRP glass fiber reinforced plastic-wood composite formwork system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201627361U true CN201627361U (en) | 2010-11-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201020128267 Expired - Fee Related CN201627361U (en) | 2010-03-11 | 2010-03-11 | FRP glass fiber reinforced plastic-wood composite formwork system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201627361U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102777028A (en) * | 2012-08-14 | 2012-11-14 | 中建二局第三建筑工程有限公司 | Pseudo-classic building eaves rafter poly-phenyl template system and construction method thereof |
| CN104328909A (en) * | 2014-10-11 | 2015-02-04 | 罗海军 | Method for erecting slab form with ribbed beam |
| CN110439259A (en) * | 2018-05-02 | 2019-11-12 | 深圳市前海胜德建筑科技有限公司 | Fit structure and construction method between aluminum alloy pattern plate and plank sheathing |
-
2010
- 2010-03-11 CN CN 201020128267 patent/CN201627361U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102777028A (en) * | 2012-08-14 | 2012-11-14 | 中建二局第三建筑工程有限公司 | Pseudo-classic building eaves rafter poly-phenyl template system and construction method thereof |
| CN104328909A (en) * | 2014-10-11 | 2015-02-04 | 罗海军 | Method for erecting slab form with ribbed beam |
| CN110439259A (en) * | 2018-05-02 | 2019-11-12 | 深圳市前海胜德建筑科技有限公司 | Fit structure and construction method between aluminum alloy pattern plate and plank sheathing |
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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 |
Granted publication date: 20101110 Termination date: 20160311 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |