CN206128624U - Complete wooden structural grouping instrument formula wall form system - Google Patents

Abstract

The utility model provides a complete wooden structural grouping instrument formula wall form system, including side form board and split bolt, the side form board includes the panel, if the stupefied and rib of the vertical back of the body, the panel is set up along wall body width direction by standard mother board and the public board of connection in turn, the stupefied wide at least interval of direction of board of following of the vertical back of the body of standard mother board sets up threely, it is stupefied with at least one middle part connection back of the body to be the female back of the body of two tip respectively, the female outward flange of carrying on the back stupefied outward flange relative standard mother board of tip surpasss the setting, it is that the public back of the body of two tip that sets up along the wide direction of board is stupefied to connect the vertical back of the body of public board stupefied, the setting of contracting in the outward flange of public board is connected relatively to the stupefied outward flange of the public back of the body of tip, it cun suits to surpass size and interior reduced scale, the tip overlap joint of guaranteeing to connect public board is on the female stupefied surface of the back of the body of tip. The utility model has the advantages of concrete impression after the construction is of high quality, plank sheathing system consume volume is hanged down, is used manpower sparingly, is had enough to meet the need can the reinforce, reduce energy consumption green, the construction security is high, guarantee the civilization construction.

Description

A kind of full-wood tool kit formula wall form system

Technical field

This utility model is related to building construction formwork, particularly a kind of template system of full-wood tool kit formula.

Background technology

At present domestic construction market form work engineering is easily adopted still in a large number using timber and bamboo and wood template because plank sheathing has Purchase, material is light, the characteristics of easy to use, therefore the relatively universal table structure mostly of specific aim can using thus be it is currently used most Extensively, the maximum mould material of consumption.But wood formwork system very for many years, is always continued to use to dissipate and spells the practice in bulk, causes template Waste is big, and the number of turnover is low, wastes substantial amounts of wood source, construction quality degradation after having enough to meet the need several times, while needing consumption Take substantial amounts of manpower, particularly in the epoch that current labour force is in short supply, the need for lifting labor efficiency and the productivity cannot be met Ask.

Utility model content

The purpose of this utility model is to provide a kind of full-wood tool kit formula wall form system, to solve plank sheathing The technology that system losing quantity is big to waste that a large amount of timber, the number of turnover be low, construction quality declines and human resourcess are in short supply after turnover Problem.

For achieving the above object, this utility model is adopted the following technical scheme that：

A kind of full-wood tool kit formula wall form system, including structure on two sides identical side template and socket side form The split bolt of plate, the side template includes panel, is arranged on the vertical back cord of panels outside and is arranged on outside vertical back cord The lateral keel of side, the height of the panel, with high, is replaced by standard motherboard and the public plate of connection with body of wall along width of wall body direction Arrange, the vertical back cord of the standard motherboard along plate width direction at least interval setting three, respectively two end mother's back cords and At least one middle part connection back cord, the outward flange of the outward flange relative standard motherboard of the end mother back cord is described beyond arranging The vertical back cord of the public plate of connection is the two ends public affairs back cord arranged along plate width direction, and the outward flange of the end public affairs back cord is relative The outward flange of the public plate of connection inside contracts setting, is adapted with size is inside contracted beyond size, it is ensured that the lapping ends of the public plate of connection are at end The surface of portion's mother's back cord, between the standard motherboard and the public plate of connection regulation seam is reserved with, and the split bolt connects from middle part At the public affairs back cord of back cord and end it is corresponding through.

The split bolt is to include three-stage screw rod through walls, cushion block, keeper, butterfly card and clamp nut, described to wear Wall screw rod includes the interior bar at middle part and the outer bar at two ends, and the both ends of the interior bar are cased with keeper, the outside of the keeper The inner side of cushion block is withstood on, the inner side of panel is withstood on the outside of the cushion block, one end of the outer bar is fixed on cushion block through panel On, the other end of outer bar is located between lateral keel through vertical back cord and is consolidated by the butterfly card and clamp nut in outside It is fixed.

The keeper is thick strip spacer, duroplastss sleeve pipe or positioning screw cap.

Split bolt hole is provided with the middle part connection back cord on corresponding standard motherboard.

Split bolt hole is provided with connection public affairs plate between two end public affairs back cords.

The vertical back cord is flitch.

It is fixedly connected by being hammered into the self-tapping screw of vertical back cord by panel between the panel and vertical back cord, along body of wall The spacing of the self-tapping screw of short transverse is 30mm to the maximum, and the length of the self-tapping screw is not less than 40mm.

The lateral keel is square steel, channel-section steel or I-steel.

The panel also includes channel plates, and the width of channel plates is between the width of standard motherboard and the width of the public plate of connection Between degree, channel plates are identical with the connection of vertical back cord with the connecting structure of vertical back cord and standard motherboard.

The wall form system also include internal corner formwork, the internal corner formwork include vertically disposed two pieces of inner corner trim panels, The inner corner trim back cord of inner corner trim square steel, inner corner trim panels outside positioned at inner corner trim panel angle and it is arranged on the outside of inner corner trim back cord Lateral keel, the inner corner trim panel is fixedly connected by self-tapping screw with inner corner trim back cord, and the split bolt is from inner corner trim back cord Correspondence through.

The width of the standard motherboard is 91cm or 122cm.

The width of the connection public affairs plate is 16～18cm.

The outward flange of the outward flange relative standard motherboard of the end mother back cord is 20～25mm beyond the width of size.

It is 20～25mm that the outward flange of the public plate of the relative connection of outward flange of the end public affairs back cord inside contracts the width of size.

Compared with prior art this utility model has the characteristics that and beneficial effect：

This utility model changes the existing wood formwork system for being not suitable for social development, improve enterprise survival ability and Construction quality, while being that society and country save limited timber resources, it is to avoid other template system shortcomings and being directed to for carrying out Property design, with good Social benefit and economic benefit.

This utility model has the characteristics that compared with traditional scattered spelling is in bulk：

First, the concrete impression quality after constructing is good：This template system can be from closed, using the standard female for cooperating Plate and the public plate of connection, then a small amount of not fixed dimension template is prepared as matching board, in concrete construction, show without obvious spillage As, after the completion of concrete surface impression quality it is very good, quality normal condition first-time qualification rate is up to more than 90%.

2nd, wood formwork system losing quantity is low：This template system is once assembling sizing, it is to avoid repeatedly dissipates to spell and removes, together One engineering can at least save steel nail, timber and the template of half, greatly reduce the cutting and waste of flitch and sheet material,

3rd, manpower is saved：The convenient and simple practicality of this template system processing and fabricating, only need to be firm finished product sheet material and flitch With reference to, production efficiency is improve, recruitment number is reduced, assembling and disassembling is simple and convenient and easy to study, and the contradiction for making labor shortage is obtained Alleviation has been arrived, construction quality has been easily controlled, construction quality has been drastically increased while reducing more than 50% construction cost again, The market competitiveness for making enterprise is greatly strengthened.

4th, ability is had enough to meet the need strong：This template system number of turnover is 2-3 times of conventional template, can be repeated several times and uses, typically In the case of at least can have enough to meet the need more than 10 times, if effectively being managed and using high-quality plate face, such as bamboo slab rubber can up to 15 times More than, can be further added by 4-5 time again after reverse side is reinstalled, using rear flitch is complete, plate face is complete；It is particularly well-suited to complete existing Multiple structure is poured, is also used for formwork using at the not high position of basis, prescription, than conventional construction method material can be saved More than 50%, work day more than 50% is reduced, there was only the 1/2-1/3 of traditional method per construction cost per square meter by minimum 10 times turnovers.

5th, reducing energy consumption environmental protection：This template system combines flitch and template, making standard module, Irregular module and link block, modular production, being processed and formed at one time to be used for multiple times, and do not repeat to dissipate in work progress The phenomenon of assembled formwork, it is to avoid the random cutting of sheet material and flitch, significantly reduces store keeping difficulty；Even if engineering is complete After work, module 90% is in good working condition, and template flitch also has very high value, seldom produces in work progress in addition Leftover bits, are thus advantageous to the requirement of environmental protection, and due to the timber resources of 50%-60% can be saved than conventional construction method, If promoting the use of very big social benefit will be produced, the substantial amounts of forest reserves are saved, meet the requirement of low carbon society.Using Material is full wood, and the size after combination can hardly use vertical transportation machinery with manual operation completely in installation process, therefore The energy consumed in work progress also seldom, due to module used in this engineering method in the construction of overall process it is very complete, engineering Flitch template can be also used for further aspect after completion.

6th, working security is high：Due to being modularity on construction safety, can pole during assembling and disassembling and handling Good guarantee safety；Nail is not used during peace is torn open, is occurred without towards day and is followed closely phenomenon, almost do not prick the generation of foot phenomenon； Module back rib etc. is connected into integral wall face die plate by screw rod through walls in installation process；Seldom or without steel nail during installation, It is effectively prevented and pricks the security incident of foot, and saves substantial amounts of steel nail resource.

7th, civilized construction is ensured：Because modularity is neat beneficial to piling up in terms of civilized construction, saving space can be effectively Ensure the requirement of civilized construction.Because this template system can accomplish factorial praluction, modularity is conducive to piling up neatly, and place accounts for With few, civilized construction standard is well positioned to meet.

Description of the drawings

Below in conjunction with the accompanying drawings the utility model is described in more detail.

Fig. 1 is the connecting structure schematic diagram of side template Plays motherboard of the present utility model.

Fig. 2 is the connecting structure schematic diagram for connecting public plate in a side template of the present utility model.

Fig. 3 is the arrangement schematic diagram for connecting self-tapping screw on public plate in Fig. 2.

Fig. 4 is the installation matching figure of standard motherboard of the present utility model and the public plate of connection.

Fig. 5 is the side template schematic diagram after installation.

Fig. 6 is the structural representation of Angle formwork at inner corner trim.

Fig. 7 is the structural representation that wall form is completed simultaneously casting concrete.

Reference：1- panels, 1.1- standard motherboards, 1.2- connect male plate, the vertical back cords of 2-, 2.1- ends mother Back cord, 2.2- middle part connection back cord, 2.3- ends public affairs back cord, 3- lateral keels, 4- adjust seam, 5- split bolts, 5.1- screw rods through walls, 5.11- interior bars, 5.12- outer bars, 5.2- cushion blocks, 5.3- keepers, 5.4- butterflies card, 5.5- are tight Gu nut, 6- split bolts hole, 7- self-tapping screws, 8- inner corner trim panels, 9- inner corner trim square steel, 10- inner corner trim back cords.

Specific embodiment

This utility model can be used for whole in-situ concrete walls, including trapezoid cross section body of wall, need to adjust plate face size, Wall thickness is not limited, and general wall is high best less than 4 meters, and main cause flitch mostly is 4 meters long, and more than 4 meters of bodies of wall flitch, plate need to be customized Facestock material is not limited.

Embodiment referring to shown in Fig. 1-7, a kind of full-wood tool kit formula wall form system, including structure on two sides phase Same side template and the split bolt 5 for socketing side template, the side template includes panel 1, is arranged on the vertical back of the body of panels outside Stupefied 2 and be arranged on vertical back cord 2 outside lateral keel 3, the height of the panel 1 with body of wall with high, by standard motherboard 1.1 are arranged alternately with the public plate 1.2 of connection along width of wall body direction.The panel also includes channel plates, the width of channel plates Between the width of standard motherboard and the width of the public plate of connection, prepared during for off size modulus.

The vertical back cord of the standard motherboard 1.1 is along plate width direction interval setting three, respectively two end mother's back cords 2.1 and a middle part connection back cord 2.2, the outward flange of the outward flange relative standard motherboard 1.1 of end mother's back cord 2.1 exceeds Arrange, the vertical back cord of the connection public affairs plate 1.2 is the two ends public affairs back cord 2.3 arranged along plate width direction, the end is public The outward flange of the public plate 1.2 of the relative connection of the outward flange of back cord 2.3 inside contracts setting, is adapted to ensure with size is inside contracted beyond size The lapping ends of the male plate 1.2 of connection are defined on the surface of end mother's back cord 2.1.The connecting structure of channel plates and vertical back cord and Standard motherboard is identical with the connection of vertical back cord.

The vertical back cord is flitch.Split bolt 5 is corresponding from middle part connection back cord 2.2 with end public affairs back cord 2.3 to be worn Cross.Split bolt hole 6 is provided with the middle part connection back cord 2.2 on corresponding standard motherboard 1.1.Two end public affairs back cords 2.3 Between connection public affairs plate 1.2 on be provided with split bolt hole 6.

The split bolt is to include three-stage screw rod 5.1 through walls, cushion block 5.2, keeper 5.3, butterfly card 5.4 and fastening Nut 5.5, the screw rod through walls includes the interior bar 5.11 at middle part and the outer bar 5.12 at two ends, the both ends set of the interior bar 5.11 There is keeper 5.3, the outside of the keeper 5.3 withstands on the inner side of cushion block 5.2, and the outside of the cushion block 5.2 withstands on panel 1 Inner side, one end of the outer bar 5.12 is fixed on cushion block 5.2 through panel 1, and the other end of outer bar 5.12 runs through vertical back cord 2 It is located between lateral keel 3 and is fixed by the butterfly card 5.4 and clamp nut 5.5 in outside.The keeper is thick strip Spacer, duroplastss sleeve pipe or positioning screw cap.It is positioning screw cap in the present embodiment.

It is fixedly connected by being hammered into the self-tapping screw 7 of vertical back cord 2 by panel 1 between the panel 1 and vertical back cord 2, It is 30mm to the maximum along the spacing of the self-tapping screw of body of wall short transverse, the length of the self-tapping screw is not less than 40mm.

The lateral keel is square steel, channel-section steel or I-steel.

Regulation seam 4 is reserved between the standard motherboard 1.1 and the public plate 1.2 of connection.The width for adjusting seam is not more than 3mm。

The wall form system also include internal corner formwork, the internal corner formwork include vertically disposed two pieces of inner corner trim panels 8, The inner corner trim back cord 10 of inner corner trim square steel 9, inner corner trim panels outside positioned at inner corner trim panel angle and it is arranged on inner corner trim back cord 10 The lateral keel 3 in outside, the inner corner trim panel 8 is fixedly connected by self-tapping screw 7 with inner corner trim back cord 10, the split bolt 5 From at inner corner trim back cord 10 correspondence through.

The width of the standard motherboard of this utility model design is generally 91cm or 122cm, and the width of the public plate of connection is 16 ～18cm.Therefore the outward flange of the outward flange relative standard motherboard of end mother back cord is 20～25mm beyond the width of size, is held It is 20～25mm that the outward flange of the public plate of the relative connection of outward flange of portion's public affairs back cord inside contracts the width of size.

Making step of the present utility model is as follows：

Step one, material selection：High-quality flitch and the error of template, flitch and template is selected to be less than according to requirement of engineering 2mm, material selection will select the identical straight material of flitch cross dimensions, and template size is in the same size, thickness is unanimously to ensure Fabricating quality it is basic.

Step 2, cuts sheet material：Sheet material, the carpenter of template flitch cutting high-quality are highly prepared and cut according to body of wall Bench saw, can guarantee that saw kerf is smooth with the sawing machine, and mismachining tolerance is in 2mm, it is ensured that high-precision template crudy, template does not have Burr can improve the template number of turnover and construction quality so as to be difficult to be destroyed by water and mortar.

Step 3, template bores self-tapping screw hole：Main Function is to avoid form surfacing（Particularly bamboo slab rubber）In self tapping spiral shell It is destroyed under the squeezing action of silk, destruction peeling and bulge phenomenon is further also easily produced under water and cement mortar effect, makes Concrete surface degradation in quality, reduces the template number of turnover.At the position for needing to follow closely tapping screw every 15-20mm Drill diameter for 3.2mm hole, nail is difficult too short, otherwise easily releases, most handy diameter 3.5mm, self tapping more than length 40mm Screw.

Step 4, composite module：According to design determination standard motherboard and the public plate of connection, will both respectively with the vertical back of the body Stupefied use self-tapping screw is assembled into module, forms standard female plate module and the public plate module of connection, can be with according to the width of body of wall Making channel plates are needed to form irregular module, the structure of irregular module is similar to standard female plate module, simply panel Width is different.Self-tapping screw rigging can be such that panel and vertical back cord is not readily separated during peace is torn open, and fastening force is strong.

Step 5, template is spudded in bolt hole：The pitch-row of split bolt is determined according to design requirement, with hole making drill in advance mould Block drills, and aperture is generally diameter 22mm, and special circumstances need to be according to the diameter of bolt perforate again of design.

Step 6, template machines rear divider lattice and is transported to job site order for use later.

Mainly there was only two kinds of specifications when this utility model makes, standard motherboard used width is 91cm and 122cm；Connection is public The width of plate is 16～18cm, and two kinds of form heights determine that width is according to concrete walls body length or flowing water section according to story height Concrete walls body length determines.

With concrete walls with height, effective width, with wide, is added perpendicular the height of standard motherboard with finished product template at interval of 30cm To back cord, according to concrete walls body length or flowing water section concrete body of wall length, channel plates are prepared during off size modulus, no The connecting structure of regular plate and vertical back cord is identical with the connecting structure of vertical back cord with standard motherboard.

Site operation step of the present utility model is as follows：

Step one, template bottom is levelling：This template system machining accuracy high level error is little, it requires face mould board mount over the ground Carry out leveling, it is ensured that standard female plate module and Angle formwork etc. are linked to be after entirety in the vertical of negative and positive angular position.Model sheetinstallat The horizontal saliva of mouth is put down first under Control architecture, and error requirements are controlled within 3mm, the levelling key for being to ensure template quality in template bottom, Make to hold very much after the completion of the template assemblies of side and correct qualified.

Step 2, lays Angle formwork：According to practice of engineering design into general inner corner trim mould, Angle formwork is placed into before model sheetinstallat Position is interim fixed and ensures that angle is vertical.

Step 3, first combines the template of side：2 one group of people are wanted to stand when module is installed, Angle formwork is constructed and standard Motherboard module is identical, by putting first piece of connection public affairs plate module after Angle formwork is vertical good, then places with standard female plate module and class according to this Push away and need to prepare at another inner corner trim one piece of irregular module, so as to be combined into a side template of a face body of wall.Between template Plate stitch need not too closely so that whole face wall form has extendable room, it is allowed to is not more than the gap of 3mm between template, due to This template system body of wall is formed by polylith block combiner,.Can monoblock body of wall mould as necessary by the gap for adjusting each plate stitch Plate length, as needed the pattern length of fine-tuning template, generally can adjust 1% or so length, make model sheetinstallat more Tool motility, the correction of template of being more convenient for, particularly can make Angle formwork will not because of the error of template out of plumb and displacement so as to Ensure the installation quality of template.

Step 4, it is interim fixed：During gang form template and reinforced mesh are fixed using iron wire prevents from falling down to hurt sb.'s feelings, Connected temporarily with plate side's bar between plate when whole wallboard templates lay in place, interim fixation after side template complete combination Iron wire, plate side's bar is removed.

Step 5, installs through-wall bolt：Through-wall bolt is installed simultaneously with template, and form assembly completes bolt while being installed to Position.Typically using the screw rod of a diameter of 14mm, level interval may be configured as 53cm to screw rod through walls, and level interval is high really according to wall It is fixed, generally no greater than 60cm.The stiffness and intensity of template is strengthened by lateral keel, and concrete size need to be according to the structure chi of building It is very little to be determined by calculating.Bolt of the split bolt preferably with three sections of constructions of interior bar and outer bar, it is also possible to elongated screw rod, but peace Dress difficulty is accordingly increased.Body of wall control of section is put near screw rod using same thickness strip spacer, without waterproof requirement The method that duroplastss sleeve pipe can be adopted, the best practice of effect is, with positioning screw cap, to be accurately controlled body of wall section chi on screw rod It is very little.

Step 6, installs lateral keel：This template is proposed with the square steel of 40cm × 60cm × 2cm, and condition is not allowed Shelf pipe can be adopted, it with vertical back cord is that face contact is uniform, flitch is indeformable and effectively ensures matter that the advantage of square steel is Amount, construction method is equally also with butterfly card and nut connection with steel pipe.

Step 7, pretension bolt：Pretension bolt is in advance a side template to be linked to be entirety.Moment of torsion should not ambassador's butterfly buckle Lateral keel etc. connects integral temporarily, the general 5-10Nm of moment of torsion, mainly treats favourable after the completion of opposite side form assembly In adjusting again.

Step 8, combines to side template：Combined method with the compound mode in step 3, inner-outer wall in template combining process Side template relative position place same specification module, do not meet the irregular module part of standard female plate module separately matched somebody with somebody also will in It is outer relative, and the side template of exterior wall 5-10cm longer than the side template of interior wall is for positioning, the bolt hole of the side template of inner-outer wall will In a highly pre-drilled hole.

Step 9, fastening bolt：After bilateral form assembly adjustment is finished, bolt fastening is carried out.The first step is whole spiral shells Bolt is pressed 15-20Nm and is fastened once.Second step tightens again bolt and reaches 30Nm.What is fastened at twice is ensured per bolts Pretightning force can be permanent, so as to ensure the reliable and secure guarantee template quality of every split bolt stress.

Step 10, mold plate verticality and Level-adjusting：It is smooth single with perpendicularity employing that form assembly finishes adjustment template Side supports the method tensed with point simultaneously, and longitudinally non-warping guarantee body of wall is straight to make body of wall.Traditional correction method is inside and outside top, Easily do not make whole body of wall produce imperial shape in a position to deform, even if also easily making body of wall section diminish in same position and reaching not To prescription.The torque wrench when fastening screw is corrected, torsion is controlled in 20n/m, to prevent from turning round bad cushion block, it is ensured that Bolt position and body of wall cross dimensions and flatness.

Step 11, the construction of concrete：Construction features between this template system plate are realized and self-enclosed will not produced Raw leakage oar phenomenon, in concrete construction, without obvious spillage phenomenon, simply has minute protrusions strip concrete and easily locates after form removal Pat it is whole, concrete surface perception still very well, generally first-time qualification rate more than 90%.

Claims (10)

1. a kind of full-wood tool kit formula wall form system, including structure on two sides identical side template and side template is socketed Split bolt（5）, the side template include panel（1）, be arranged on the vertical back cord of panels outside（2）And be arranged on vertical Back cord（2）Outside lateral keel（3）, it is characterised in that：The panel（1）Height and body of wall with high, by standard motherboard （1.1）With the public plate of connection（1.2）It is arranged alternately along width of wall body direction, the standard motherboard（1.1）Vertical back cord along plate width Direction at least interval setting three, respectively two end mother's back cords（2.1）With at least one middle part connection back cord（2.2）, institute State end mother's back cord（2.1）Outward flange relative standard motherboard（1.1）Outward flange beyond arranging, the public plate of the connection（1.2） Vertical back cord be along plate width direction arrange two ends public affairs back cord（2.3）, the end public affairs back cord（2.3）Outward flange phase To the public plate of connection（1.2）Outward flange inside contract setting, beyond size and inside contract size and be adapted to ensure the public plate of connection（1.2）'s Lapping ends are in end mother's back cord（2.1）Surface be defined, the standard motherboard（1.1）With the public plate of connection（1.2）Between reserve There is regulation seam（4）, the split bolt（5）Connect back cord from middle part（2.2）With end public affairs back cord（2.3）Place correspondence through.

2. full-wood tool kit formula wall form system according to claim 1, it is characterised in that：Described pair of drawing spiral shell Bolt is to include three-stage screw rod through walls（5.1）, cushion block（5.2）, keeper（5.3）, butterfly card（5.4）And clamp nut（5.5）, The screw rod through walls includes the interior bar at middle part（5.11）With the outer bar at two ends（5.12）, the interior bar（5.11）Both ends be cased with Keeper（5.3）, the keeper（5.3）Outside withstand on cushion block（5.2）Inner side, the cushion block（5.2）Outside withstand on Panel（1）Inner side, the outer bar（5.12）One end pass through panel（1）It is fixed on cushion block（5.2）On, outer bar（5.12）It is another Vertical back cord is run through in one end（2）It is located in lateral keel（3）Between and blocked by the butterfly in outside（5.4）And clamp nut （5.5）It is fixed.

3. full-wood tool kit formula wall form system according to claim 2, it is characterised in that：The keeper For thick strip spacer, duroplastss sleeve pipe or positioning screw cap.

4. full-wood tool kit formula wall form system according to claim 1 and 2, it is characterised in that：In described Portion connects back cord（2.2）Locate corresponding standard motherboard（1.1）On be provided with split bolt hole（6）.

5. full-wood tool kit formula wall form system according to claim 1 and 2, it is characterised in that：Two ends Portion's public affairs back cord（2.3）Between connection public affairs plate（1.2）On be provided with split bolt hole（6）.

6. full-wood tool kit formula wall form system according to claim 1, it is characterised in that：The vertical back of the body It is stupefied for flitch.

7. full-wood tool kit formula wall form system according to claim 1, it is characterised in that：The panel （1）With vertical back cord（2）Between by by panel（1）Hammer into vertical back cord（2）Self-tapping screw（7）It is fixedly connected, along body of wall The spacing of the self-tapping screw of short transverse is 30mm to the maximum, and the length of the self-tapping screw is not less than 40mm.

8. full-wood tool kit formula wall form system according to claim 1, it is characterised in that：The horizontal dragon Bone is square steel, channel-section steel or I-steel.

9. full-wood tool kit formula wall form system according to claim 1, it is characterised in that：The panel is also Including channel plates, the width of channel plates between the width of standard motherboard and the width of the public plate of connection, channel plates with The connecting structure and standard motherboard of vertical back cord is identical with the connection of vertical back cord.

10. full-wood tool kit formula wall form system according to claim 1, it is characterised in that：The body of wall Template system also includes internal corner formwork, and the internal corner formwork includes vertically disposed two pieces of inner corner trim panels（8）, positioned at inner corner trim panel folder Inner corner trim square steel at angle（9）, inner corner trim panels outside inner corner trim back cord（10）And it is arranged on inner corner trim back cord（10）Outside horizontal stroke To Os Draconis（3）, the inner corner trim panel（8）By self-tapping screw（7）With inner corner trim back cord（10）It is fixedly connected, the split bolt （5）From inner corner trim back cord（10）Place correspondence through.