CN206245728U - Exempt from typified form component of plastering - Google Patents

Abstract

Typified form component, including template, template bottom plate, square tube, cone screw, combined type shear wall split bolt, device for fastening shuttering, flitch, pull nail, corner key, external corner and connect two-sided angle of spot hole steel, template connection grab, described template is by plate body（1）And angle steel（2）Composition, angle steel（2）A side be close to plate body（1）, angle steel（2）Another side and plate body（1）Vertically, angle steel（2）It is close to plate body（1）Side screw（3）With plate body（1）It is connected, angle steel（2）With plate body（1）Vertical side and plate body（1）Side it is concordant, in angle steel（2）With plate body（1）There is template clip dog hole on vertical side（5）, in plate body（1）On have fixed form through-wall bolt hole（4）.Compared with prior art, the utility model is lightweight, piece is good, and concrete wall inner corner trim piece is few, elegant in appearance.

Description

Exempt from typified form component of plastering

Technical field

The utility model is related to a kind of building template, and especially one kind exempts from typified form component of plastering.

Background technology

At present, in the construction of the index bed of skyscraper cast-in-situ steel reinforced concrete shear wall structure, tradition is used Big steel plate, this big steel plate weight is big, mobile installation need hoisting machinery handling, high cost, security there is no guarantee that, in addition, This big steel plate wallboard is bad with top board junction piece, easy spillage.Also have using aluminum alloy pattern plate, but aluminum alloy pattern plate not only cost It is high, expensive.Also have using plank sheathing, it has the disadvantage that turnover utilization rate is low, dissipate branch and dissipate and spell, construction quality there is no guarantee that. Therefore, what a kind of lightweight, piece of design was good exempts from typified form component of plastering, and is the current technical issues that need to address.

The content of the invention

Technical problem to be solved in the utility model be to provide a kind of lightweight, piece it is good exempt from typified form group of plastering Part.

The technical scheme in the invention for solving the technical problem is：

Exempt from typified form component of plastering, including template, template bottom plate, square tube, cone screw, combined type shear wall to drawing Bolt, device for fastening shuttering, flitch, pull nail, corner key, external corner and connect two-sided angle of spot hole steel, template connection grab, described template It is made up of plate body and angle steel, plate body is close on a side of angle steel, and another side of angle steel is vertical with plate body, and angle steel is close to plate body While be connected with plate body with screw, angle steel it is vertical with plate body while with plate body while it is concordant, it is vertical with plate body in angle steel There is template clip dog hole on side, there is fixed form through-wall bolt hole on plate body.

Used as a kind of preferred scheme of the present utility model, described template includes on-gauge plate, sketch plate, beam bottom board, beam Side form and flat board.

Used as a kind of preferred scheme of the present utility model, described on-gauge plate is that the left and right edges of plate body are respectively and fixedly provided with angle steel Template, and the height of plate body and the wall for pouring matched, and the width of plate body is 500-600mm.

Used as a kind of preferred scheme of the present utility model, described sketch plate is the supplement of on-gauge plate, and sketch plate is only Be fixed with the template of angle steel in the left hand edge or right hand edge of plate body, and the height of plate body and the wall for pouring matched, it is wide Depending on degree is according to construction drawing.

Used as a kind of preferred scheme of the present utility model, described external corner connects two-sided angle of spot hole steel on two sides of angle steel There is the template clip dog hole in two pieces of templates of the template clip dog hole and composition external corner on template clip dog hole, and two sides of angle steel It is corresponding.

As a kind of preferred scheme of the present utility model, described on-gauge plate exceptionally wall form and inside wall formwork, outer wall mould The starting hole of plate is that the distance between template clip dog hole and template bottom plate of foot are 135mm, the starting hole of inside wall formwork Apart from 55mm between template bottom plate.

Used as a kind of preferred scheme of the present utility model, described plate body is PVC plastic glue pattern plate.

Of the present utility model to exempt from typified form collocation method of plastering, 1. plate body selects PVC plastic glue pattern plate, 2. makes outer wall mould Tool, apart from 135mm between mould starting hole and template bottom plate, making interior wall mould should be made using flitch, mould starting hole Apart from 55mm between template bottom plate, 3. the angle steel screw having openning hole is fixed together with template, note angle steel with The necessary smooth alignment in template side, angle steel hole is consistent with template base distance, 4. ejects bolt hole line according to matching die figure, uses 12mm-14mm bit bores, corresponding template drilling must be symmetrical, and every piece of template has corresponding numbering, prevents from using with, abuses, With convenient construction, 5. template preparation is completed, and to check whether formwork edge joint is smooth and whether the upper and lower mouth of template is smooth, angle steel hole Whether symmetry energy passes through template grab, 6. as above checks errorless, beats bolt hole and nails on 20mm × 40mm square tubes, and template configuration is complete Into template is connected by cone screw connection with square tube at inner corner trim, and the concrete wall inner corner trim piece that completes is few, elegant in appearance.

The application method of typified form component of exempting to plaster of the present utility model, including：1. the application method of template grab：Mould When plate is connected with template, piece template grab string well simultaneously clamping, template grab coordinates tight, prevents formwork edge joint with angle steel hole Faulting of slab ends and spillage, it is ensured that degree of plainness for wall surface；2. the application method of nail is pulled：In exterior wall and side bar position, fixed using nail is pulled Middle screw rod, it is ensured that wall column is suitable for reading and side bar sectional dimension and peripheral linearity, while the middle screw rod is again for next procedure is done It is good pre-buried；3. the application method of corner key：Exterior wall, staircase, escalator levels connect a batch position, are utilized using wall column corner key The superiors' periphery pre embedded bolt is fixed, and outer wall template falls in corner key leveling locking, reduces spillage, it is to avoid levels connect Stubble faulting of slab ends phenomenon；4. the application method of device for fastening shuttering：Cone screw can rotate in cone and eject cone, not damage cone Body；The flanged face of external connecting rods can compress template, it is ensured that wall size and protection template；External connecting rods use arcuate thread easy to clean Mortar；Retaining flange nut can protect mountain type card and can prevent from loosening；External boom end is flattened, and component forms entirety.Convenient dress Unload keeping, it is to avoid lose；Screw rod uses high-quality steel, screw thread to coordinate tight, pulling force more than sufficient；Mountain type card structure is reasonable, receives Power science.

The method constructed with typified form component with exempting to plaster, including shear wall construction method, its processing step Including 1. assembling preceding inspection, it is that laying 30mm laths i.e. base plate is levelling and hanging wire 2. to fix the foot of a wall portion press strip, is 3. installed at inner corner trim Template, 4. template hanging wire inspection at windows moulding plate and inner corner trim, 5. from starting to both sides installation form at inner corner trim, 6. install in Stupefied, 7. adjustment template is straight, 8. installs through-wall bolt, 9. installs outer stupefied, 10. adds brace and adjustment mould plate is straight,With colony's template Connection；Described fixed the foot of a wall portion press strip-and before fixed the foot of a wall portion press strip, building is checked according to structure one-meter line on wall column reinforcing bar Ground elevation and levelness, it is ensured that after absolute altitude and level are in the range of the allowable error, press strip is fixed with spike, press strip by 40mm × 40mm × 4mm angle steel and template lath are constituted, and angle steel is while be close to template bar and another side is concordant with template edge, and use spiral shell Silk is fixed, and mould width of sheet is 100mm；Plank top surface absolute altitude be 1 rice noodles under 945mm, i.e. lath gross thickness be 55mm；Press strip Effect mainly has：1. leveling, 2. reduces root spillage, and rear limited location effect is 3. fixed with wallboard root spike, prevents displacement. Lath is connected with concrete surface with 40mm steel nails, and steel nail exposes 10mm, facilitates the later stage to remove.Mould at described installation inner corner trim With opposite side be connected one side template with the template fixed without tail cone and 40 × 40 square tubes by plate --- interior wall internal corner part, is protected Card inner corner trim is attractive in appearance and form removal is convenient, the assembled placement of two blocks of wallboards of inner corner trim, the vertical of internal corner part must be checked after installation Whether degree and angle are 90 °, such as errorless, and cement support is placed at inner corner trim, and continue to install by number, are observed before wearing Screw arbor with nut at both-ends Whether screw hole has to upper reinforcing bar, it is ensured that screw rod smoothly to wearing, never towards mounting surface wear by installation form, waits another face die plate After standing well, with specific purpose tool against screw hole extraction screw head, horizontal 5 roads of interior wall screw rod, far from ground 200, up spacing is equal for bottom Even arrangement, outer wall screw is six roads, and the track pitch roof plate template face of the superiors one is 80mm；It is so just fixed with top board to pull Nail coincide（Staple height is pulled for 20mm）.Template clip hook connects are used between two pieces of templates, it is desirable to have a template at per pass screw rod Grab, and each pair angle steel is no less than 6 template grabs；All yin, yang angles and wall end are locked using square tube and reinforced, end from Wall, beam side are not less than 100；In order to not allow concrete excessive, cause occur concrete in template, Side fascia is higher by 5- than structure sheaf 10mm, hangs 50mm under outer wall template bottom in addition, so can guarantee that the perpendicularity of this layer and lower floor's exterior wall.Inside wall formwork is highly It is floor height-Laminate construction thickness-sheet material thickness -35mm adjustment bars, is calculated for the different concrete thickness of structure sheaf, as should The height of section inside wall formwork.Escalator and the same exterior wall of staircase wall；Shift to an earlier date pre-buried good pulling using lower floor and follow closely tight with template Gu device assembly, coupling and the device combination of lock pin make, smooth at outer wall joint and perpendicularity is set to be protected；Windowsill template is pacified Dress, using diplopore angle steel and both sides wall connecting, windowsill uses closed construction, after the completion of windowsill model sheetinstallat, on windowsill One layer of typified form for doing in advance is added a cover, three to five small holes are onboard opened, gas can shed from hole during casting concrete, Effect is poured so as to reach windowsill.

Compared with prior art, the utility model low cost, lightweight, piece are good, and concrete wall inner corner trim piece is few, attractive in appearance big Side.

Brief description of the drawings

Fig. 1 is the front view of the structural representation of the utility model exterior wall standard form（600mm wide）；

Fig. 2 is the front view of the structural representation of the utility model exterior wall standard form（500mm wide）；

Fig. 3 is the left view of Fig. 1, Fig. 2；

Fig. 4 is the front view of the structural representation of the utility model interior wall standard form（600mm wide）；

Fig. 5 is the front view of the structural representation of the utility model interior wall standard form（500mm wide）；

Fig. 6 is the left view of Fig. 4, Fig. 5；

Fig. 7 is the top view of Fig. 1, Fig. 2；

Fig. 8 is the top view of Fig. 4, Fig. 5；

Fig. 9 is the front view of the structural representation that the utility model external corner connects two-sided angle of spot hole steel；

Figure 10 is the left view of Fig. 9；

Figure 11 is the utility model external corner construction formwork splicing schematic diagram；

Figure 12 is the utility model inner corner trim construction formwork splicing schematic diagram；

Figure 13 is shear wall Screw arbor with nut at both-ends structural representation in the utility model component；

Figure 14 is typified form fastener structural representation in the utility model component；

Figure 15 is corner key structural representation in the utility model component；

Figure 16 is template connection hook structure schematic diagram in the utility model component；

Figure 17 is angle steel form assembly press strip schematic diagram.

Specific embodiment

As illustrated, exempt from typified form component of plastering, including template, template bottom plate, square tube, cone screw, combined type Shear wall split bolt, device for fastening shuttering, flitch, pull nail, corner key, external corner and connect two-sided angle of spot hole steel, template connection grab, Described template is made up of plate body 1 and angle steel 2, and plate body 1 is close on a side of angle steel 2, and another side and the plate body 1 of angle steel 2 hang down Directly, angle steel 2 is close to the side screw 3 of plate body 1 and plate body 1 is connected, angle steel 2 it is vertical with plate body 1 while with plate body 1 while Concordantly, there is template clip dog hole 5 on the side vertical with plate body 1 of angle steel 2, there is fixed form through-wall bolt hole 4 on plate body 1.

Described template includes on-gauge plate, sketch plate, beam bottom board, beam side and flat board.

Described on-gauge plate is respectively and fixedly provided with the template of angle steel 2 for the left and right edges of plate body 1, and the height of plate body 1 with pour Wall matched, and plate body 1 width be 500-600mm.

Described sketch plate is the supplement of on-gauge plate, and sketch plate is only fixed with the left hand edge or right hand edge of plate body 1 The template of angle steel 2, and the height of plate body 1 and the wall for pouring matched, depending on width is according to construction drawing.

Described external corner connects two-sided angle of spot hole steel to there is template clip dog hole 5 on two sides of angle steel, and two of angle steel Template clip dog hole 5 on side is corresponding with the template clip dog hole in two pieces of templates for constituting external corner.

Described on-gauge plate exceptionally wall form and inside wall formwork, the starting hole of outer wall template are the template clip dog hole of foot The distance between 5 and template bottom plate are 135mm, apart from 55mm between the starting hole of inside wall formwork and template bottom plate.

Described plate body 1 is PVC plastic glue pattern plate.

Typified form collocation method, 1. plate body select PVC plastic glue pattern plate, 2. make exterior wall mould, mould starting Kong Yumo Apart from 135mm between plate bottom plate, making interior wall mould should be made using flitch, the spacing of mould starting hole and template bottom plate From 55mm, 3. the angle steel screw having openning hole is fixed together with template, notices that angle steel smooth must align with template side, Angle steel hole is consistent with template base distance, 4. ejects bolt hole line according to matching die figure, using 12mm-14mm bit bores, correspondence Template drilling must be symmetrical, every piece of template has corresponding numbering, prevents from using with, abuses, and with convenient construction, 5. template has been prepared Into, to check whether formwork edge joint is smooth and whether the upper and lower mouth of template is smooth, whether symmetry energy passes through template grab in angle steel hole, 6. as above check errorless, beat bolt hole and order 20mm × 40mm square tubes, template configuration is completed, and template is connected with square tube and adopts at inner corner trim Cone screw connection is used, the concrete wall inner corner trim piece that completes is few, elegant in appearance.

The application method of typified form component, including：1. the application method of template grab：When template is connected with template, spell Seam template grab string well simultaneously clamping, template grab coordinates tight, prevents joint dislocation of formwork and spillage, it is ensured that wall with angle steel hole Surface evenness；2. the application method of nail is pulled：In exterior wall and side bar position, middle screw rod is fixed using nail is pulled, it is ensured that wall column Suitable for reading and side bar sectional dimension and peripheral linearity, at the same the middle screw rod again for next procedure carry out it is pre-buried；3.Corner key Application method：Exterior wall, staircase, escalator levels connect a batch position, using wall column corner key using the superiors' pre-buried spiral shell in periphery Bar is fixed, and outer wall template falls in corner key leveling locking, reduces spillage, it is to avoid levels connect a batch faulting of slab ends phenomenon；4. mould The application method of plate fastener：Cone screw can rotate in cone and eject cone, not damage cone；External connecting rods are flanged Face can compress template, it is ensured that wall size and protection template；External connecting rods use arcuate thread easy to clean mortar；Retaining flange spiral shell Mother can protect mountain type card and can prevent from loosening；External boom end is flattened, and component forms entirety.Convenient handling keeping, it is to avoid lose； Screw rod uses high-quality steel, screw thread to coordinate tight, pulling force more than sufficient；Mountain type card structure is reasonable, stress science.

The method constructed with typified form component, including shear wall construction method, its processing step includes 1. group Checked before dress, it is that laying 30mm laths i.e. base plate is levelling and hanging wire 2. to fix the foot of a wall portion press strip, 3. installs template at inner corner trim, 4. door Template hanging wire inspection at template window and inner corner trim, 5. from starting to both sides installation form at inner corner trim, 6. install in it is stupefied, 7. adjust mould Plate is straight, 8. installs through-wall bolt, 9. installs outer stupefied, 10. adds brace and adjustment mould plate is straight,It is connected with colony template；It is described Fixed the foot of a wall portion press strip-before fixed the foot of a wall portion press strip, according to structure one-meter line on wall column reinforcing bar check flooring absolute altitude and Levelness, it is ensured that after absolute altitude and level are in the range of the allowable error, press strip is fixed with spike, press strip is by 40mm × 40 mm × 4mm Angle steel and template lath are constituted, and angle steel is while be close to template bar and another side is concordant with template edge, and be screwed, template Bar width is 100mm；Plank top surface absolute altitude be 1 rice noodles under 945mm, i.e. lath gross thickness be 55mm；Press strip effect mainly has： 1. 2. leveling reduces root spillage and rear limited location effect is 3. fixed with wallboard root spike, prevents displacement.Lath and concrete Face is connected with 40mm steel nails, and steel nail exposes 10mm, facilitates the later stage to remove.Template at described installation inner corner trim --- interior wall inner corner trim portion With opposite side be connected one side template with the template fixed without tail cone and 40 × 40 square tubes by position, it is ensured that inner corner trim is attractive in appearance and form removal Convenient, the assembled placement of two blocks of wallboards of inner corner trim, whether the perpendicularity and angle that internal corner part must be checked after installation are 90 °, Such as errorless, the placement cement support at inner corner trim, and continuation installation by number, observe whether screw hole has to upper before wearing Screw arbor with nut at both-ends Reinforcing bar, it is ensured that screw rod smoothly to wearing, never towards mounting surface wear by installation form, after waiting another face die plate to stand well, uses special tool Tool draws screw head against screw hole, and horizontal 5 roads of interior wall screw rod, bottom is evenly arranged far from ground 200, up spacing, outer wall screw It is six roads, the track pitch roof plate template face of the superiors one is 80mm；So just follow closely high with identical the pulling of nail that pull fixed on top board It is 20mm to spend.Template clip hook connects are used between two pieces of templates, it is desirable to which per pass screw rod has a template grab, and each pair angle steel is many In 6 template grabs；All yin, yang angles and wall end are locked using square tube and reinforced, and end is not less than 100 from wall, beam side；For Do not allow concrete excessive, cause to occur concrete in template, Side fascia is higher by 5-10mm than structure sheaf, in addition in outer wall template 50mm is hung under bottom, the flatness of this layer and lower floor's exterior wall is so can guarantee that.Inside wall formwork is highly floor height-structure thickness Degree-sheet material thickness -35mm adjustment bars, calculates, as this section height of inside wall formwork for the different concrete thickness of structure sheaf. Escalator and the same exterior wall of staircase wall；Using lower floor shift to an earlier date it is pre-buried it is good pull nail and dies plate tap device assembly, coupling and The device combination of lock pin makes, and smooth at outer wall joint and perpendicularity is protected；Windowsill model sheetinstallat, using diplopore angle steel and two Side wall connecting, windowsill uses closed construction, after the completion of windowsill model sheetinstallat, one layer of sizing done in advance is added a cover on windowsill Template, onboard opens three to five small holes, and gas can shed from hole during casting concrete, and effect is poured so as to reach windowsill Really.The step of construction method of Vierendeel girder is：1. ejection beam axis and horizontal line simultaneously 2. are checked, and 3. mounting rail bottom is stupefied, 4. Beam bottom mother plate centering, arch camber are installed, side template is 6. installed in 5. assembling reinforcement, and 7. beam inner corner trim angle of embrace side, 8. installs lower lock product Stupefied, square tube and split bolt are fixed, and 9. check beam form size, position, are 10. connected firmly with group's plate, and 11 do preliminary examination；Marked by design Height sets up horizon bar, then install beam bottom mother plate and bracing wire it is levelling it is straight, be fixed on horizon bar with steel tube fastener, when beam bottom across When degree is more than 4m, span centre beam will be by the 1 of span~3 ‰ arch cambers, primary-secondary beam junction, first girder arch camber, rear secondary beam arch camber.Beam bottom Plate vertical rod uses height-adjustable, and beam side highly determines：Beam is installed using beam bag bottom construction method, i.e. beam design height-knot The thick height for being side template of structure laminate, such as using big bag, then plus flitch thickness, transversely strengthening uses 40 on beam side plate × 60mm flitches, are fixed with forked tail filament, are vertically fixed with angle steel.At beam side plate inner corner trim and wall connecting, and with solid without coccygeal body It is fixed；Beam bottom mother plate is removed：Beam bottom mother plate is removed with wallboard, beam side plate, after beam base plate to be removed, flitch is set up at beam bottom, Supported with vertical rod, prevent upper load and beam deadweight from beam is dropped out of shape；The construction method step of structure sheaf top board：1. support is taken If 2. keel laying is reinforced, and 3. slab form is installed, 4. preliminary examination；Support is set up：Slab form support sets up same beam form board mount Set up together, unify to arrange with beam form board mount.Vertical rod top sets jacking, and its extension elongation should be not more than 300mm；Vertical rod branch Support transverse and longitudinal spacing is no more than 1.2M, and vertical rod supporting steel pipe want length to stagger when having joint, carries out transverse and longitudinal and sweeps the floor bar reinforcing, with guarantor Hold shore solid and reliable；, using whole laying or bulk board laying, whole plate or bulk board are along beam and wall week for mounting of roof plate Laying is enclosed, intermediate lateral and longitudinal direction are stayed and set 200mm laths wide；Roof plate template is removed：When roof plate template is removed, intermediate lateral is stayed And the lath of longitudinal direction is not torn open, prevent upper load and floor deadweight from top board is dropped, other construction materials move to upper strata and use；Building The construction method step of ladder：Stair pour mode using rearmounted casting method, reserve stair in template when layer wall mould is constructed Liang Wei, installs stair stringer embedded bar, after this layer of wall mould is removed, starts stair template construction；It is same at stair landing Using rearmounted casting method, landing reinforcing bar is reserved in the template at half space.Stair sidewall template and stair slanting The reserved groove position of marking time of template, preformed groove both sides mutually correspond to and coincide；The making of tread：Stair step shifts to an earlier date before construction It is prefabricated to carry out, combined using two pieces of PVC plastic glue pattern plates and flitch, flitch is pressed between two pieces of templates, highly it is stair step Design size；Half space should be first installed before stair step construction, stair template slanting is refilled, stair bed die is then laid Plate；Two blocks of side plates of marking time of underbeam are installed, is reserved on mark time groove and the stair slanting that then basis is reserved on wall in advance Groove position is installed by side plate of marking time；The construction method of overhanging structure：The construction method of 1 air-conditioning plate：Air-conditioning plate is constructed with top board, empty Being connected by two and pulling nail and intermediate bar integrally supporting connection for tuned plate and top board, will pull nail and is separately fixed at air-conditioning plate （Choose component outward）On top board, connected with connecting rod；2. float the construction method of window：According to the installation of above-mentioned windowsill template, window Position vertical rod is chosen outside downside to be fixed on understructure layer, position vertical rod is chosen outside upside and is fixed on this layer mounted window In platform template；The construction method of sink structures：Structure top layer absolute altitude sinking position is using 40mm × 40mm × 4mm angle steel and forever big Typified form fastens device assembly coordinative construction, the physical dimension of design subsidence position is made with angle steel, after size determines, at angle Punched respectively on steel, angle steel two ends must punch（Centrum and top board connection are used）, spacing is 1000mm；Every angle steel end welding It is fixed；When sink structures are installed, angle steel and structure sheaf top board are connected into an entirety using centrum and intermediate bar, and reinforce； Treat to lay down the centrum of structure sheaf top board bottom and angle steel top using electric tool after the completion of concreting；Thin portion section The construction method of point：1. inner corner trim：According to the good matching board figure of layout design, be equipped with template plate, template it is long to both sides install 40mm × 40mm × 4mm thick angle steel, meets the equivalent beam bottom+both sides beam form thickness of slab of wall Mould Breadth degree at beam aperture；2. external corner：Exterior wall and interior wall external corner Template of the both sides with angle steel is connected using diplopore angle steel；3. plug：Wallboard bag bulkhead 15mm (plug thicknesss of slab）, at bulkhead Using 40mm × 40mm × 4mm single hole angle steel, wall beam junction passes to plate bottom, and tie-beam with 40 × 40 × 4mm diplopore angle steel With wall；4. wall beam joins position：It is shear wall under beam, the template of wall is independent one block of plate herein, width is beam+2 × sheet material Thickness, for example：Deck-siding is 200mm, then the template width of shear wall is 230mm under beam, and it is 15mm to use sheet metal thickness, herein Beam and wall Bolted angle connection, beam is used to be reinforced without coccygeal body；5. construction material transfer hole is reserved：Several are reserved in structure roof The material transfer hole of 200mm × 700mm, upper former construction is carried out after the material transfer hole reserved before after lower template dismounting； 6, external scaffolding uses hole to be provided mode in construction, and the position external scaffolding outrigger before model sheetinstallat is pre- with square box model Stay between two pieces of templates, after carrying out external scaffolding construction after form removable again；7. the shearing pier of≤200mm is directly made extremely Inner corner trim.

Claims (7)

1. typified form component of plastering, including template, template bottom plate, square tube, cone screw, combined type shear wall are exempted to drawing spiral shell Bolt, device for fastening shuttering, flitch, pull nail, corner key, external corner and connect two-sided angle of spot hole steel, template connection grab, it is characterised in that Described template is by plate body（1）And angle steel（2）Composition, angle steel（2）A side be close to plate body（1）, angle steel（2）Another side With plate body（1）Vertically, angle steel（2）It is close to plate body（1）Side screw（3）With plate body（1）It is connected, angle steel（2）With plate Body（1）Vertical side and plate body（1）Side it is concordant, in angle steel（2）With plate body（1）There is template clip dog hole on vertical side（5）, Plate body（1）On have fixed form through-wall bolt hole（4）.

2. it is according to claim 1 to exempt from typified form component of plastering, it is characterised in that described template include on-gauge plate, Sketch plate, beam bottom board, beam side and flat board.

3. it is according to claim 2 to exempt from typified form component of plastering, it is characterised in that described on-gauge plate is plate body（1） Left and right edges be respectively and fixedly provided with angle steel（2）Template, and plate body（1）Height and the wall for pouring matched, and plate body （1）Width be 500-600mm.

4. it is according to claim 2 to exempt from typified form component of plastering, it is characterised in that described sketch plate is on-gauge plate Supplement, sketch plate only in plate body（1）Left hand edge or right hand edge be fixed with angle steel（2）Template, and plate body（1）Height With the matched of the wall for pouring, depending on width is according to construction drawing.

5. it is according to claim 1 to exempt from typified form component of plastering, it is characterised in that described external corner connects two-sided angle of spot hole Steel is have template clip dog hole on two sides of angle steel（5）, and the template clip dog hole on two sides of angle steel（5）With composition external corner Two pieces of templates on template clip dog hole it is corresponding.

6. it is according to claim 2 to exempt from typified form component of plastering, it is characterised in that described on-gauge plate exceptionally wall form And inside wall formwork, the starting hole of outer wall template is the template clip dog hole of foot（5）It is with the distance between template bottom plate 135mm, apart from 55mm between the starting hole of inside wall formwork and template bottom plate.

7. it is according to claim 1 to exempt from typified form component of plastering, it is characterised in that described plate body（1）It is PVC plastic Template.