CN201024660Y - Glass fiber combined pattern plate - Google Patents

Glass fiber combined pattern plate Download PDF

Info

Publication number
CN201024660Y
CN201024660Y CNU2007200059354U CN200720005935U CN201024660Y CN 201024660 Y CN201024660 Y CN 201024660Y CN U2007200059354 U CNU2007200059354 U CN U2007200059354U CN 200720005935 U CN200720005935 U CN 200720005935U CN 201024660 Y CN201024660 Y CN 201024660Y
Authority
CN
China
Prior art keywords
glass fiber
plate
concrete
modular unit
gang form
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
Application number
CNU2007200059354U
Other languages
Chinese (zh)
Inventor
廖展谋
廖立本
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CNU2007200059354U priority Critical patent/CN201024660Y/en
Application granted granted Critical
Publication of CN201024660Y publication Critical patent/CN201024660Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The utility model relates to a fiberglass composite template, in particular to a template unit molded with various patterns of a complete accurate flat board, a right angle, a curved arc and so on by the fiberglass which is characterized by light weight, pressure resistance, bending resistance and so on in a way of die casting. The template unit can depend on the way of conjugation side by side, and form a needed grouting structure by using the button clips to fix and connect. The template unit molded with fiberglass can arrive at a perfect plate surface smoothness, in addition to the characteristics of rust and corrosion resistance, humidity resistance and free of deformation, the utility model can avoid the packet modulo of the concrete, maintain the smoothness of a concrete wall surface, reduce the working time and cost needed by powder lightening afterwards. Furthermore, the fiberglass has lower heat conductivity, which can cause the concrete to gain better heat preservation effect to help the development of the intensity of the concrete in early period.

Description

The glass fiber gang form
Technical field
The utility model relates to a kind of modularity gang form of glass fiber gang form, particularly a kind of detachable assembling.
Background technology
Mostly the employed template die structure of conventional concrete grouting works is that the mutual closing of the template of being made by wood pieces together, and is constituted to connect each template so that the angle section nailing is fixing again.
Because wooden mold board is not had a water resistance, and the resistance to compression of plate body, flexural strength are limited, in the concrete grouting operation process, template is because soaked and be out of shape, or unable to bear concrete weight and finding is arranged when producing quick-fried mould phenomenon, the result not only fits into delayed works, and therefore the engineering accident also takes place easily.
The plate face smoothness of wooden mold board is not good still more, easily have the slit between template and the template, to such an extent as to coagulation mount mould phenomenon takes place in concrete easily after doing solid moulding, not only can't easily template be divested when allowing form removal work carry out, template is scattered fall if the application of force is improper again, cause template to damage, even unexpected the generation.
Hence one can see that, and traditional wooden mold board has many shortcomings when the carrying out of work progress and follow-up work, base this, once rose for some time in the construction work industry and to change the template of adopting and replace wooden mold board with the steel manufacturing; Yet, though steel have preferable resistance to compression, flexural strength, but because steel are too heavy, carrying work is difficult for carrying out, and it constructs the frequent weight that takes place to accumulate because of template of the template die structure of finishing makes the valve base structure of engineering to load, if it is careless slightly and cause the template die structural breakdown in its work progress, the degree that harm is damaged is far inevitable not second to wooden mold board: again because steel product cost expense height, be difficult for processing, adding that its template can't be broken is converted into right angle accurately, and cross water capacity easy-to-rust and cause the out-of-flatness of plate face, so still can't effectively overcome the problem that concrete can produce bag mould phenomenon, so it is the same with wooden mold board, still spend a large amount of man-hours and expense after the form removal and carry out the powder light operation of concrete wall: moreover, because the heat transfer rate of steel is fast, needed reaction temperature is as easy as rolling off a log behind the concrete grouting scatters and disappears via the conduction of template, not only shaping speed is slow to cause concrete, and more influence concrete early strength, the requirement that concrete strength after the order grouting and construction speed all can't reach integrated engineering because of scattering and disappearing of heat.
This above-mentioned reason of base, steel template just no longer are subjected to the widely employing of engineering institute after during described section.
Summary of the invention
At the deficiencies in the prior art, the purpose of this utility model is: a kind of glass fiber gang form is provided, after its modular unit can mutually and be abutted against merging and utilize clip to be fixed, can be built into the grouting structure of various moulding.
For achieving the above object, the technical solution adopted in the utility model is:
A kind of glass fiber gang form is characterized in that: comprise the modular unit that several adopt glass fiber to mold, described modular unit also is abutted against and closes, and in addition fixedly connected with clip.
Compared with prior art, adopt the advantage that the utlity model has of technique scheme to be:
1. because glass fiber gang form itself also has Hangzhoupro corrosion, moisture resistance and on-deformable characteristic, so can effectively avoid producing concrete bag mould phenomenon, guarantee the construction safety of modular unit when dismounting, keep the polishing of concrete wall simultaneously, lower the man-hour and the expense of powder light afterwards.
2. in addition, because the heat conductivity of glass fiber is low, therefore the full template of glass fiber group of the present utility model can provide concrete preferable insulation effect, and help in the development of early age strength of concrete and winter and construct during low temperature, the curing reaction that makes monolithic concrete is consistent and try to achieve preferable structural strength.
Description of drawings:
Fig. 1 is the partial structurtes schematic diagram of the utility model glass fiber gang form;
Fig. 2 is the modeling structure figure of a glass fiber gang form of the utility model;
Fig. 3 is the assembling schematic diagram of the utility model glass fiber gang form;
Fig. 4 A is the internal angle plate structure chart of the utility model glass fiber gang form;
Fig. 4 B is the external angle plate structure chart of the utility model glass fiber gang form;
Fig. 4 C is the S shape of the utility model glass fiber gang form composition that hardens;
Fig. 4 D is the D shape of the utility model glass fiber gang form composition that hardens;
Fig. 5 A is that schematic diagram is used in the construction of the utility model glass fiber gang form;
Fig. 5 B is that schematic diagram is used in the construction of the utility model glass fiber gang form;
Fig. 5 C is that schematic diagram is used in the construction of the utility model glass fiber gang form;
Fig. 6 is the embodiment exploded view that the utility model glass fiber gang form is applied in the panel grider template;
Fig. 7 is the part combination schematic diagram of structure that Fig. 6 takes off.
Description of reference numerals: glass layer A; Glue is got admittedly and is closed a layer B; Clip C; Dull and stereotyped 10; Plate face 12; Mating face 14; Inserting hole 142; Internal angle plate 20; Plate face 22; External angle plate 30; Plate face 32; S shape plate 40; D shape plate 50; Plate face 52; Square table frid 60; Back of the body rib 622; Mating face 624; Inserting hole 626; Cover plate 70; Pipe 72.
The specific embodiment
In order further to understand the technology contents that the utility model takes off and the important document of formation, below promptly cooperate graphic being described as follows, yet appended graphic only provide with reference to and explanation usefulness, be not to be used for limiting the utility model.
As shown in Figure 1, the utility model glass fiber gang form, its first modular unit mainly are with the moulding of mold mode, by glass fiber A and mutual stacked being polymerized of the solid polymer layer B of glue.Wherein glass layer A is the cloth cover structure that is formed by fiberglass braided, and materials such as the solid polymer layer B of glue is then antiacid for the epoxy resin interpolation, alkali resistant, wear-resisting, hardener form.
The basic configuration that modular unit utilizes moldings formed therefrom to go out can be as shown in Figure 2, modular unit is a flat board 10, dull and stereotyped 10 plate body has a straight plate face 12, and extend to form the mating face 14 perpendicular from plate face 12 edges with plate face 12, then be provided with the inserting hole 142 that can engage on the mating face 14, as shown in Figure 3, and can wear clamping simultaneously for clip C (see figure 3), so that it is also fixedly connected each other by two modular units that join, thus, utilize so fixedly connected mode, can utilize a plurality of modular units to engage the grouting formwork structure that constitutes different shaping at the scene of template die engineer construction.
Except aforesaid flat board, modular unit of the present utility model also can utilize the means of moldings formed therefrom to mold modeling structures such as internal angle plate, external angle plate, S shape plate, D shape plate, and various modular unit modeling structures can be shown in Fig. 4 A~Fig. 4 D.
At first shown in Fig. 4 A, the plate face 22 of internal angle plate 20 is one-body molded the rectangular-shaped of 90 degree that are, and 24 on the mating face of its plate face 22 plate edge is to extend towards the inboard of 90 degree angles; And shown in Fig. 4 B, the plate face of external angle plate 30 also is one-body molded the rectangular-shaped of 90 degree that be, and 32 on the mating face of its plate face 32 plate edge is to extend towards the outside of 90 degree angles; And for example shown in Fig. 4 C, it is to be one-body molded with inside and outside gusset 20,30 connected head-to-tail states for a S shape plate 40; Shown in Fig. 4 D, D shape plate 50 is that to extend the mode that connects preface plate face in addition with the angle limit face that is aforesaid internal angle plate 20 one-body molded, and its 52 in three plate faces respectively have Cheng Jiushi degree angle.Described flat board, interior external angle plate, S shape plate, D shape plate include at least one plate face, plate face edge is formed with the mating face vertical with the plate face, be formed with inserting hole on the described mating face, pass inserting hole by clip between the adjacent modular unit and fixedly connected.
Because modular unit of the present utility model adopts the glass fiber moldings formed therefrom to form, and the plastic modular unit that goes out different shapings such as flat board, interior external angle plate, S shape plate, D shape plate, its needs that can look site operation are selected and folded constructing.
See also shown in Fig. 5 A, the plate that promptly discloses a kind of principal post shape of being formed by external angle plate 30 among the figure structure that comes to an end, and for example shown in Fig. 5 B, suggested then is with the wall panels mode structure of S shape plate 40, external angle plate 30 and dull and stereotyped 10 constructed one-tenth, wherein locate the corner that gusset 30 is used for forming wallboard, S shape plate 40 is used for constituting formed wall column between the wallboard corner, is used for being connected the straight metope of formation as for dull and stereotyped 10.In addition, in the structure shown in Fig. 5 C then is to becoming a floor wall formwork structure by internal angle plate 20, flat board 10 and 50 structures of D shape plate, its D shape plate 50 is the top sides that extend to internal angle plate, is used for forming the corner structure of ceiling, and the section between the ceiling corner then can be made of internal angle plate 20.See also shown in Figure 6, also can utilize the glass fiber moldings formed therefrom to go out can be used to organize the plural modular unit that constitutes the panel grider template, panel grider template as shown in FIG. can be by a rectangle frid 60, and a cover plate 70 that can winding be sealed on the rectangle frid 60 combines, wherein, has upwardly extending plural pipe 72 on the cover plate 70.Have a retaining edge in the 60 upper limb moulding of rectangle frid, cover plate 70 can be placed on it just, organize formation one panel grider template mutually with rectangle template 60.
Again, rectangle frid 60 can further be formed by winding by a plurality of internal angle plate 62 assemblies, and the internal angle plate 62 through molding can be provided with back of the body rib 622 according to actual demand to strengthen its structure; On mating face 624, then be provided with the inserting hole 626 that will engage in addition, wear clamping simultaneously, get fixedly connected with the common bluebeard for clip C.Wherein, the glass fiber template can be when using data such as needed compressive strength, flexural strength, fastness to alkali, amount of deflection, moment of inertia, section modulus, calculate thickness, set-up mode and the spacing of the form surfacing thickness and the reinforcement back of the body rib of needs, and after test is passed through, manufacture again.
In sum as can be known, glass fiber gang form of the present utility model is to rely on the plate plate unit of glass fiber with various different configurations such as the complete accurate flat board of mold mode moulding, right angle, curved arcs, utilize characteristics such as glass fiber light weight, resistance to compression, bending resistance, modular unit also can be engaged mutually, and have resistant to rust, moisture resistance indeformable characteristic, and can avoid producing the wrapper sheet phenomenon of mixing the soil that rises, so that the safety of constructing is guaranteed in the dismounting of modular unit, keep the polishing of concrete wall simultaneously, to lower man-hour, the expense of powder light afterwards.Simultaneously,, can make concrete obtain preferable insulation effect, help the development of early age strength of concrete, make concrete curing reaction consistent and try to achieve preferable structural strength, provide gang form another preferable feasible structure because the heat transfer property of glass fiber is low.
More than explanation is just illustrative for the utility model, and it is nonrestrictive, those of ordinary skills understand, under the situation of the spirit and scope that do not break away from claim and limited, can make many modifications, variation or equivalence, but but all will fall within the claim restricted portion of the present utility model.

Claims (7)

1. glass fiber gang form is characterized in that: comprise the modular unit that several adopt glass fiber to mold, described modular unit also is abutted against and closes, and in addition fixedly connected with clip.
2. glass fiber gang form as claimed in claim 1 is characterized in that described modular unit is an internal angle plate.
3. glass fiber gang form as claimed in claim 1 is characterized in that described modular unit is an external angle plate.
4. glass fiber gang form as claimed in claim 1 is characterized in that, described modular unit is a S shape plate.
5. glass fiber gang form as claimed in claim 1 is characterized in that, described modular unit is a D shape plate.
6. as the described glass fiber gang form of claim 1~5, it is characterized in that, described modular unit comprises at least one plate face, plate face edge is formed with the mating face vertical with the plate face, be formed with inserting hole on the described mating face, pass inserting hole by clip between the adjacent modular unit and fixedly connected.
7. glass fiber gang form as claimed in claim 1 is characterized in that, described modular unit is by glass fiber and mutual stacked being polymerized of the solid polymer layer of glue.
CNU2007200059354U 2007-03-22 2007-03-22 Glass fiber combined pattern plate Expired - Fee Related CN201024660Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2007200059354U CN201024660Y (en) 2007-03-22 2007-03-22 Glass fiber combined pattern plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2007200059354U CN201024660Y (en) 2007-03-22 2007-03-22 Glass fiber combined pattern plate

Publications (1)

Publication Number Publication Date
CN201024660Y true CN201024660Y (en) 2008-02-20

Family

ID=39098514

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2007200059354U Expired - Fee Related CN201024660Y (en) 2007-03-22 2007-03-22 Glass fiber combined pattern plate

Country Status (1)

Country Link
CN (1) CN201024660Y (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102839815A (en) * 2011-06-22 2012-12-26 费金华 Structure improvement of composite template
CN103410309A (en) * 2013-08-31 2013-11-27 于光成 Concrete steel formwork
CN109356309A (en) * 2018-11-25 2019-02-19 上海宝冶集团南京建筑有限公司 A kind of SMC exempts to tear panel grider construction and side form liner reinforcement process open
CN109779240A (en) * 2019-01-17 2019-05-21 东南大学 A kind of L-type closed type permanent column shuttering
CN112459479A (en) * 2020-11-16 2021-03-09 晟通科技集团有限公司 Connecting piece and template frame

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102839815A (en) * 2011-06-22 2012-12-26 费金华 Structure improvement of composite template
CN103410309A (en) * 2013-08-31 2013-11-27 于光成 Concrete steel formwork
CN109356309A (en) * 2018-11-25 2019-02-19 上海宝冶集团南京建筑有限公司 A kind of SMC exempts to tear panel grider construction and side form liner reinforcement process open
CN109779240A (en) * 2019-01-17 2019-05-21 东南大学 A kind of L-type closed type permanent column shuttering
CN112459479A (en) * 2020-11-16 2021-03-09 晟通科技集团有限公司 Connecting piece and template frame

Similar Documents

Publication Publication Date Title
JP5249332B2 (en) Seamless long bamboo board material
CN201024660Y (en) Glass fiber combined pattern plate
CN201003280Y (en) Assembled plastic combined template
CN204299009U (en) A kind of pultruded GFRP pin-connected panel floor slab structure
KR102316529B1 (en) Plastic form assembly for construction
CN201053158Y (en) Composite material wallboard
CN211850325U (en) Composite board
CN208733914U (en) A kind of high-strength wood-plastic clad plate of noise reduction
CN204983396U (en) Bamboo - aerated concrete combination beam
CN110847484A (en) Composite board
CN206085242U (en) Wood plywood clear water template
JP2010185187A (en) Outside heat insulation construction method and outside heat insulation concrete wall
CN208293895U (en) A kind of modularization honeycomb wallboard and wall
CN201420392Y (en) Convex column welding type building template
CN210713784U (en) Building template with high adhesive viscosity
CN106836639B (en) FRP box-shaped section-concrete combined beam provided with bidirectional shear keys
CN203361646U (en) Hollow plastic corner sectional material for construction formwork system
CN211850324U (en) Composite board
CN2316385Y (en) Glass fibre combined shuttering
CN207130967U (en) Assembled architecture composite board and the assembled architecture attachment structure using the sheet material
CN206289955U (en) A kind of building concrete lightweight fast-assembling edge sealing Bamboo Formwork
CN108532826A (en) A kind of cellular wallboard of modularization and wall
CN110778012A (en) Biomass-based inclined column type dot matrix sandwich structure
CN209742354U (en) Building templates is moulded to wooden core package
CN218205024U (en) Prefabricated stone-like wall and stone-like surface layer mould

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: 20080220

Termination date: 20160322

CF01 Termination of patent right due to non-payment of annual fee