CN103993737B

CN103993737B - Form removal head and template system

Info

Publication number: CN103993737B
Application number: CN201410055680.7A
Authority: CN
Inventors: 不公告发明人
Original assignee: Doka Industrie GmbH
Current assignee: Doka Industrie GmbH
Priority date: 2013-02-18
Filing date: 2014-02-18
Publication date: 2017-07-11
Anticipated expiration: 2034-02-18
Also published as: CN103993737A; KR20150119099A; KR101777933B1; SG11201506462SA; WO2014124695A1; CN203755679U

Abstract

The present invention relates to a kind of form removal head, connected with bottom or pillar (42) can be connected to, connected with upper end or at least one crossbeam (44) and/or template (46) can be connected；Form removal head (40) also has chock (48), the chock (48) can at least indirectly, the fixed part (66) of crossbeam (44) and/or template (46) and form removal head (40) is fitted snugly within, to cause that chock (48) movement in the horizontal direction orders about the crossbeam (44) and/or the template (46) is moved vertically downward.A kind of template system, with least one this form removal head, and at least one and preferably plurality of template (10) and crossbeam (44).

Description

Form removal head and template system

Technical field

The present invention relates to a kind of crossbeam for support shuttering system and/or the form removal head of template, and torn open with this The template system of die head.

In the realm of building construction, the receiving space for filling reinforcing bar and concrete is formed by some templates, to be molded The wall and floor of building.Especially, generally by cross beam support, crossbeam is then further supported slab form by pillar.Do not endangering And on the premise of the safety of the personnel of these parts of operation template system, in order that the removal for obtaining template and crossbeam becomes more Easily, so-called form removal head (stripping heads) is applied to wherein.

Background technology

In this field, form removal head is well known and is widely used in construction.Form removal head includes one Vertically moving movable part and a chock (wedge).Chock can switch between the first position and the second position. During one position, chock supports movable part in operating position, so that during concrete can pour into a mould the template by form removal head support, so that Form floor.In the second place, chock allows movable part to depart from the operating position and movable part is supported on less than described The position that about several centimetres of operating position, to allow template and crossbeam to be removable after concrete is sufficiently hardened.However, tearing open During unloading, template is adhered on the floor of new shaping sometimes, and now, the effort of any artificial removal's template and crossbeam is led to It is not often very suitable, its condition that can be oriented to danger.

The content of the invention

It is an object of the invention to provide a kind of form removal head, the part of template system can be reliably and securely operated, especially It is during form removal (dismounting template system).

Above-mentioned purpose is realized by the form removal head described in claim 1.

Form removal head includes upper end and the bottom opposite with upper end, and the bottom is connected to a pillar, the upper end May be connected to few a crossbeam and/or at least one template.Form removal head also includes chock.The chock can at least be made indirectly For crossbeam and/or template, the chock is provided with fixed part so that chock ordered about when moving in the horizontal direction crossbeam and/or Template is moved vertically downward.

The bottom of above-mentioned form removal head may be connected to pillar, and in other words, the form removal head can also turn into one with pillar Individual entirety.Certainly, form removal head can also be the single part on the top that can be connected to pillar simultaneously.

Additionally, the upper end of the form removal head can also be connected at least one crossbeam and/or at least one template, such as This, crossbeam and/or template can be supported in form removal head, and coordinate with the chock tight (positively) of form removal head, so as to wedge When son is vertically shifted, respective girders can be ordered about and/or template is vertically moved, particularly can also overcome new shaping floor Produced bonding force.Chock movement vertically is substantially the displacement by chock in the horizontal direction, and wedge Come what is realized, horizontal shift is converted into vertical movement by the cooperation for the cooperation of the fixed part on son and form removal head.For example, below Detailed description in, the conversion can be realized by being arranged at the suitable ramp (ramp) or similar inclined-plane of chock. In any case, all need not manually go to pull down template from the floor of new shaping.As long as being moved by the horizontal direction of chock, Template and several centimetres of crossbeam " decline " can be promoted, to realize dismounting operation.

It should be noted that the chock directly or indirectly can coordinate with crossbeam and/or template, in other words, in wedge The one or more fixture being such as described more fully below and/or fixation are may occur in which between son and crossbeam and/or template The intermediate member of plate.

The preferred embodiment of form removal head of the invention is defined in the dependent claims.

As mentioned above, the fixture with least one clip slot be preferably used chock and crossbeam herein and/or Template is at least indirectly cooperation.

Additionally, the connecting plate of the fixed part guiding for guiding chock and split die head is arranged at chock and crossbeam or template Between.Because the connecting plate is used to for vertically moving for chock to be transferred to crossbeam and/or template, in the use process of form removal head In, the connecting plate can be moved under the guiding of the fixed part of form removal head along generally perpendicular direction.

In the presence of the fixture and connecting plate, connecting plate preferably open up at least one for for fixture insert lock Hole.The fixture for inserting lockhole can coordinate crossbeam and/or template with the connecting plate.

For the fixed part that can coordinate with chock of form removal head, the fixed part is being preferably at least one level herein The ledge for stretching out, the ledge preferably has a generally circular cross section, so as to inclined with chock Or the contour smoothing of ramp shape coordinates.

Correspondingly, chock preferably has at least one ramp towards fixed part, is engaged with fixed part.

In addition, form removal head is preferably provided with least one block, at least one block is used for crossbeam Position coordinates, and is moved along its length with limiting crossbeam, so as to ensure that crossbeam is poured into a mould (by pouring into a mould) to form building in concrete There is more safe and reliable positioning during plate and when template is dismantled.

Herein, at least one block can use a particularly simple mode and the guide member shape for guiding chock Integrally, and the unitary members with the function can be formed on above-mentioned connecting plate, or through the connecting plate.

Above-mentioned fixture preferably has at least one clip slot, is used to house one of a part for chock, and/or connecting plate Point, and/or template a part, and/or a part for crossbeam.As described above, fixture therefore, it is possible to by crossbeam or template with tear open One piece of connecting plate of die head links together.Certainly, fixture can be used for the connection between template, particularly below will be detailed Connection between the template and adjacent forms (usually slab form) of description, the ledge of the template is used for by the folder Tool applies the chucking power for needing.

The fixture is preferably L-shaped, to allow the fixture to be brought into the state with chucking power, especially by turning to one Individual position is realized.It should be noted that the clip slot is preferably formed on a leg of the L-shaped fixture, the L-shaped fixture it is another One leg provides a lever arm, and above-mentioned rotatory force is applied to provide.

Because the chucking power needs to be used to keep out the profile of reaction force, the fixture preferably also sets up at least two Radiated entends portion, at least two radiated entends portions define the clip slot.

Additionally, the fixture preferably have at least one radiated entends portion, for as the template for linking together it Between separator.For example, template is linked together with 90 degree of angles, one of template can be above-mentioned wall template, And connected template can be slab form.It can be seen in the drawings that when the fixture is radial with least one Extension, between at least one radiated entends portion is defined between the suitable profile of template or between template and template Away from and/or during angle between the suitable profile of template or between template and template, the angle and/or the spacing can be by It is securely fixed.

As it was noted above, present invention also offers a kind of template system, the template system has at least one above-mentioned to tear open Die head and at least one or preferably multiple template and crossbeam.

In addition, the template system preferably has a template, the template has one and has certain thickness top, The template is formed in part with recess at the top of this, the thickness of part of the recess reduction at the top of this.Finally, dash forward for one Rise and protrude into the recess.

It should be noted that the new type formwork is generally used for as wall form, that is to say, that it hangs down in use Straight to place, the top is peak of the template when being disposed vertically.At this towards upper, the thickness prolongs in the horizontal direction Stretch.It is described more fully below, an appropriate horizontal surface is preferably defined at the top, the horizontal surface is for for mixed A part for horizontal surface of the solidifying soil cast thereon, to form floor or ceiling.Because the new type formwork can preferably be used as The wall form of the top, thus helps in the transition of slab form, and the top of the new type formwork can be considered as forming floor Edge, namely be formed in transitional region between floor and wall.

Recess of the above-mentioned template near top reduces thickness of the template near top so that template can around away from The direction of (new shaping) wall rotates, to dismantle the template.It is described rotate generally around with certain thickness top with What the transition between the recess was carried out.Finally, during a projection protrudes into the recess, with make the template can with it is adjoining Slab form is connected and kept together.By means of the recess, for removing the rotation of the template without too big power Or moment of torsion is to be capable of achieving, allow money shallow personnel can also the mode of safety realize.

The template is preferably substantially plate-like, and it but can be used as corner formwork.So as to be used as the top in the template Wall form when, construct the wall form with special feature, these special features can be realized described beneficial Effect.

In order that obtaining the operation more safety of the template with easily, template is at least mainly adopted be formed from aluminium herein, especially It is that whole structure members (namely those provide the part of rigidity and intensity for the template) is adopted and is formed from aluminium.Need explanation That some parts of the template can be made up of the timber of such as glued board, these parts be particularly those substantially it is plate-like simultaneously Define the part of surface of wall to be formed.

In a preferred embodiment, the template has an inclination bottom relative with above-mentioned top, in order to tear open Unload any template below the template.

The above-mentioned rotation for dismantling the template can become to be more prone to by a fillet, and the fillet preferably sets Put at the top and opposite with recess.In the rotation process, the fillet is slided along the concrete walls of new shaping, is passed through The fillet may insure that the rotational action becomes significantly smooth-going.

For above-mentioned recess and/or projection and/or fillet, can easily pass through extrusion forming.Especially it is possible to Moulded, moulded highest region that can form the template with above-mentioned entire infrastructure profile is provided.

There is inclined bottom in view of the preferred embodiment of above-mentioned template, the template system preferably has at least one Template with slanted top end, both inclined surfaces are preferably complimentary to one another, so as to be reliably stacked, with boundary Surely the side of the wall of concrete formation is treated.Further, as described above, being particularly at the template situation about first tearing open of lower section Under, the inclined structure causes that form removal becomes more convenient.In other words, above-mentioned new type formwork and all of slab form are equal Finally dismantle, support is provided for the template system carries out efficiently assembling on the latter floor on the floor of firm shaping.This is Because relatively low wall form can be removed first, and can immediately be taken to next floor up.

In order that the wall with different height can use same set of template system, the template system is preferably with extremely Few two kinds of templates of different height.Herein, it is necessary to illustrate, above-mentioned new type formwork can have one with usual wall phase high Corresponding height.Certainly, the new type formwork can also have far below wall height high, also, no wall is high can pass through The one or more template with appropriate height is realized.Especially, in order to ensure easily and reliably to operate wall Template, the top of wall is formed with above-mentioned new type formwork, and several different templates form the minimum position of wall, several Template with certain altitude can be utilized to form a major part for wall such that it is able to realize that different walls are high.

Finally, especially for the relatively lower part of wall, shorter template can be set, and the shorter template have than The anchor log of the closely spaced spacing arrangement of the anchor log (anchor) of template higher, with bear concrete higher pressure and The relevant pressure of wall lower position.It should be noted that the anchor log is preferably used together with the template system, its tool There is an overcoat, outer being enclosed within after anchor log is removed is stayed in concrete wall.

Brief description of the drawings

Hereinafter, the present invention is illustrated with reference to preferred embodiment shown in the drawings, wherein：

Fig. 1 shows the element of the template system in use；

Fig. 2 a show the transition between floor and wall form when wall form is removed；

Fig. 2 b show floor and wall form annexation in Fig. 2 a；

Fig. 3 shows the fixture of the template for connecting template system；

Fig. 4 shows the new form removal head on first position；

Fig. 5 shows the new form removal head in the second place；

Fig. 6 shows the perspective bottom view of form removal head；

Fig. 7 shows the new form removal head in the second place under the visual angle of Fig. 5；

Fig. 8 shows the form removal head on the 3rd position under the visual angle of Fig. 7.

Specific embodiment

As shown in figure 1, several wall forms including top template 10 are used to define substantially vertical space, with Cast concrete forms wall 28.Additionally, the approximate horizontal arrangement of some slab forms 30, so that cast concrete forms floor 32.The slab form 30 is supported by form removal first 40 and pillar 42.

When the concrete of wall 28 and floor 32 is sufficiently hardened, wall form can be removed.By with inclination bottom The new type formwork 10 at end 18 and positioned at the lower section of the new type formwork 10 and the template with corresponding slanted top end, wall form is torn open Except becoming easy.These structures allow to be located at the template of the lower section of new type formwork 10 around bottom towards the rotation away from wall 28 Remove in advance, and other templates for being used to be formed wall 28 are then dismantled.

Especially as shown in Figure 2 a, the structure at the top of the new type formwork 10 causes that the dismounting task difficulty is significantly decreased. Because, there is thickness T, thickness T to define the new type formwork to for for concrete cast at the top 12 of the template 10 Thereon, forming the contribution on the surface of floor 32.In order that template 10 dismounting when need not be too big power, the lower section at top 12 Recess 14 is formed with, is used to reduce the thickness near the part at top 12.The recess 14 and the fillet 20 opposite with the recess 14 Together so that the template 10 can be rotated or substantially in heeling condition as shown in Figure 2 a, namely template 10 around with building slab The transition position of plate 30, makes the bottom of template 10 away from wall 28.In an inclined state, can be by the downward drawing-die of generally perpendicular direction Plate 10, and disassembled.Recess 14 starts to be located at the position under " whole " the thickness T at top 12, can be with fillet 20 Low side is in sustained height (as shown in Figure 2 a), or somewhat higher than the low side, is beneficial to rotation.As shown in figure 1, projection 16 along In protruding into recess 14 with template 10 () thickness direction generally perpendicular direction, to cause template 10 in Fig. 1 and Fig. 2 from left to right Can be clamped to slab form 30 by fixture.

Fig. 3 shows the fixture 22 in perspective view, and the fixture 22 is substantially L-shaped, one substantially annular in shape first Extension 26.1 defines the depth that fixture 22 is inserted into lockhole 34 (as shown in the position of Fig. 2 a left sides).One second is prolonged Extending portion 26.2 is used for the projection 16 limited in template 10 is merged, and the projection 16 will be accommodated in the clip slot 24 between extension 26 In.Therefore, when in use, fixture 22 has (short) leg of extension 26 by (as shown in Figure 2 a by left-to-right) insertion lockhole (such as shown in label 34), and relative with wall form 10 position in slab form 30.Then, in the embodiment of diagram In, a rotation or the power for rotating are applied to fixture 22 by the long leg of the fixture 22, substantially hung down with causing that the long leg 22 is in Straight direction, and so that the second radiated entends portion 26.2 side opposite with recess 14 with the projection 16 of template 10 is engaged.Such as This, the template 10 can be connected to or clamp to slab form 30, so as to obtain the component shown in Fig. 1.

Can be seen that recess 14, projection 16, fillet 20 and top 12 as an entirety from Fig. 2 a is to take shape in one Monoblock type moulding, the monoblock type moulding can be by extrusion forming (extrusion molding).In addition, for template 10 is provided The L-shaped of required strength structure or S-shaped part can be formed in the monoblock type moulding, and the L-shaped or S-shaped part are above-mentioned reliability Template a part.Especially, the monoblock type moulding can be adopted and is formed from aluminium, to mitigate its weight.

First extension 26.1 can have the spine (ridges) 36 towards the second extension 26.2, and the spine 36 is used to With complementary any fit depressions, think that fixture 22 forms fixed, preferably clamping or mutual cooperation a position Put.

In the illustrated embodiment, the axial direction of threeth extension 26.3 opposite with the second extension 26.2 is (along fastener 22 short-leg length direction) length A, end (Fig. 2 a with slab form 30；In the horizontal direction towards wall form 10) and it is upper State the distance between vertical leg 38 of S-shaped structure to be substantially adapted, to define substantially in 90 degree of Hes of wall form 10 of angle The relative position of slab form 30.

Again as shown in Fig. 2 wall form 10 is linked together with slab form 30 by fixture 22.Can from the figure Arrive, projection 16 is contained in the clip slot 24 between the first extension 26.1 and the second extension 26.2 (only in figure 3 may be used See).Additionally, threeth extension 26.3 substantially opposite with the second extension 26.2 in the present embodiment defines slab form 30 The distance between with vertical leg 38, that is, define the distance between template 10 and slab form 30.In this way, in wall form In the case that 10 top 12 is adjacent with slab form 30, it can be ensured that be substantially in 90 between wall form 10 and slab form 30 Degree angle connection.

It should be noted that the above-mentioned fixture for possessing all features and embodiment is an independent invention, it can be by Template with suitable lockhole is connected.Therefore, the fixture will be seen as a theme of the application, and it has one or one The feature and the embodiment more than individual, and can be combined with the template and the template system.

Fig. 4 shows that in a state of use and more detailed new form removal head together join Fig. 6, form removal first 40 has to be fixed Post 50, the cross section of the fixed column 50 is substantially square in the illustrated embodiment, and with round edge.Fixed plate 54 is arranged on solid The lower end of fixed column 50, supporting plate 56 is adjacent under the use state shown in the fixed plate 54 Fig. 4.Additionally, form removal head also has greatly Extension 58 (as shown in Figure 6) in a tubular form, the extension 58 is caused to be contained in the top of pillar 42.

Chock 48 can be relatively fixed post 50 along level aspect movement, and it substantially offers a square opening Fig. 6 at middle part Can more clearly show, moving horizontally for chock 48 is guided by the hook 60 for being arranged at the bottom of connecting plate 62, connecting plate 62 Can be moved relative to fixed column 50 solely in the vertical direction.Again as shown in fig. 6, the connecting plate 62 has lockhole 34, the folder in Fig. 3 Tool 22 can intert into the lockhole 34, and clamping (as shown in Figure 4) with crossbeam 44, slab form 46 is clamped to horizontal stroke by more fixtures On beam 44.

The following is the more detailed description on Fig. 6, including chock 48, fixture 22, connecting plate 62, crossbeam 44 and mould The component of plate 46 can move down under the ordering about of external force, namely away from the segment distance B of floor 32 1, for example, this can be apart from B 15mm, what the external force was ordered about moves down can substantially be realized by the tight fit between said elements.In other words, when When chock 48 is moved down, hook 60 orders about connecting plate 62 and moves vertically downward, because crossbeam 44 is clamped to connection by fixture 22 On plate 62, crossbeam 44 is also moved down therewith, and then slab form 46 is also moved down therewith.In this way, one side crossbeam 44 with Between template 46, will be mutually disengaged between another aspect template 46 and floor 32.Comparison diagram 4 and Fig. 5, it can be seen that above-mentioned group Part is moved down to be realized by driving chock 48 to move on the diverse location in horizontal direction.It is for instance possible to use Iron hammer applies a horizontal force to chock 48, orders about chock 48 and moves in the horizontal direction.

As shown in fig. 6, the bottom of chock 48 is additionally provided with two ramps 64, it is not level that two ramps 64 form one The surface of direction, in the illustrated embodiment, height of the surface in the end of chock 48 is greater than the height at the middle part of chock 48 Degree.Therefore, when the state shown in chock 48 from Fig. 4 and Fig. 6 is moved to the left end shown in the right-hand member and Fig. 6 of Fig. 4, it is arranged at solid Two ledges 66 (in Fig. 6 only it can be seen that one of them) on fixed column 50 are engaged with ramp 64, and order about chock 48 to Lower movement.Chock 48 moving down and then drives directly or indirectly with the close-fitting said elements of chock 48 to moving down It is dynamic.In order to fully dismantle the template system, the fixture 22 that crossbeam 44 is fixed to module 62 can be removed, in this way, template 62 can realize departing from from the fixed plate 54 of form removal first 40 together with chock 48.Particularly in the wall mould of the top shown in Fig. 2 a After plate 10 is disassembled, slab form 46 can progressively be disassembled since near wall 28.For this reason, it may be necessary to by these Fixture 22 between slab form 46 and crossbeam 44 is first disassembled.

Fig. 7 shows that (Fig. 7 shows two horizontal strokes to crossbeam 44 when form removal head is in the second place shown in Fig. 5 and Fig. 7 Beam 44) cannot be removable.It should be noted that from terms of the visual angle shown in Fig. 5, crossbeam 44 is along perpendicular to plane where Fig. 5 Direction extend, and the viewing angles-both vertical shown in the visual angle of Fig. 7 and Fig. 5, therefore, two crossbeams 44 shown in Fig. 7 are from left to right Extend.Especially, they substantially form a band at the top board 68 for extending substantially to form removal first 40, and along with top board 68 Shape surface, slab form 46 is (as shown in Figure 4) near the band-like surface, and crossbeam recess 70 is formed with the bottom of crossbeam 44. On position shown in Fig. 4, Fig. 5 and Fig. 7, block 72 is stretched into the crossbeam recess 70.In the illustrated embodiment, block 72 with draw The hook 60 for leading chock 48 (as shown in Figure 6) is integrally formed.

Block 72 coordinates with the side wall 74 of crossbeam 44, is moved along its length with limiting crossbeam 44, that is, limitation is horizontal Left side of the beam 44 shown in Fig. 7 side shifting to the right.One extension 76 is further set on side wall 74.The extension 76 stretches out in horizontal stroke The top edge (upper edge) of beam 44, in the position shown in Fig. 4, the top edge is the top that crossbeam 44 abuts form removal first 40 Plate 68 and in the presence of block 72 against the edge of top board 68.

It can also be seen that when being moved a certain distance under the form removal head with crossbeam 44, extension 76 is supported on from Fig. 7 On the substrate 78 of form removal first 40.Now, because crossbeam 44 is fixed to template 62 by fixture 22, so as to cause crossbeam 44 to dismantle Fall.Additionally, the movement along its length of crossbeam 44 is not limited by fixture 22, but block 72 can limit crossbeam 44 along its length Move in direction.

From figure 8, it is seen that after fixture 22 is removable, chock 48, template 62, hook 60 and block 70 composition After component moves down certain distance, the 3rd relatively low position can be taken to, the component falls in fixed plate 54.Now, block 72 no longer limitation crossbeams 44 are moved along its length, therefore, crossbeam 44 can be removable.It is worth noting that, block 72 And hook 60 is integrally formed in C-shaped element, and template 62 can be passed through.

Then, other slab forms (assuming that those slab forms in the left side of Fig. 5 middle cross beams 44 closer to wall 28), example Such as, those slab forms in the left side of Fig. 5 middle cross beams 44 can be removable, and other crossbeams 44 can also use foregoing Dismounting method is all disassembled.Finally, the fixed column 50 that will be provided with form removal head is dismantled, so as to be finally completed dismounting operation.When So, sometimes, for the floor for supporting somewhere end fully hardened, can continue to retain phase in the place for being provided with fixed column 50 The fixed column 50, template answered and corresponding crossbeam.

It is to be appreciated that above-mentioned each technical characteristic can be used in any combination and unrestricted, and it is of the invention all Claim can be mutually combined.

Embodiments of the invention are these are only, the scope of the claims of the invention is not thereby limited, it is every to be said using the present invention Equivalent structure or equivalent flow conversion that bright book and accompanying drawing content are made, or directly or indirectly it is used in other related technology necks Domain, is included within the scope of the present invention.

Claims

1. a kind of form removal head (40), pillar (42) can be connected to bottom, and at least one crossbeam can be connected with upper end And/or template (46) (44)；Form removal head (40) also has chock (48), and the chock (48) can indirectly or directly coordinate In crossbeam (44) and/or template (46) and the fixed part (66) of form removal head (40), to cause chock (48) in the horizontal direction The crossbeam (44) is ordered about in movement and/or the template (46) is moved vertically downward；

The chock (48) can be by offering the fixture of at least one clip slot (24) and the crossbeam (44) and/or template (46) Coordinate；The chock (48) can be coordinated by connecting plate (62) and crossbeam (44) and/or template (46), and the connecting plate (62) is led Draw the chock (48), fixed component (50) guides the connecting plate (62), and the fixed component (50) is perpendicular in use Arrangement.

2. form removal head as claimed in claim 1, it is characterised in that the connecting plate (62) with least one lockhole (34), So that fixture (22) is inserted.

3. the form removal head as described in claim 1 to 2 any one, it is characterised in that the fixed part of form removal head (40) (66) it is at least one protuberance, at least one protuberance is horizontal-extending, and with a rounded cross section.

4. the form removal head as described in claim 1 to 2 any one, it is characterised in that the chock (48) is with least one Ramp (64), fixed part (66) of the ramp (64) towards form removal head (40).

5. the form removal head as described in claim 1 to 2 any one, it is characterised in that form removal head also includes at least one gear Block (72), at least one block (72) coordinates for a position (74) with crossbeam (44), to limit crossbeam (44) along it Length direction is moved.

6. form removal head as claimed in claim 5, it is characterised in that the block (72) and the hook for guiding the chock (48) (60) it is shaped to an entirety.

7. form removal head as claimed in claim 1 or 2, it is characterised in that the fixture (22) is used for a clip slot (24) House a part of the chock (48) and/or the connecting plate (62) and/or the crossbeam (44) and/or the template (46).

8. form removal head as claimed in claim 1 or 2, it is characterised in that the fixture (22) is L-shaped.

9. form removal head as claimed in claim 1 or 2, it is characterised in that the fixture (22) radial is prolonged with least two Extending portion (26), at least two radiated entends portion (26) therebetween defines the clip slot (24).

10. form removal head as claimed in claim 1 or 2, it is characterised in that the fixture (22) is with least one the 3rd radiation Shape extension (26.3), at least one the 3rd radiated entends portion (26.3) is as the separation between two templates (10,30) Part.

11. a kind of template systems, with the form removal head described at least one any one of claim 1 to 10, and one or many Individual template (10) and crossbeam (44).

12. template systems as claimed in claim 11, it is characterised in that at least one template (10) includes：

With a top (12) for thickness (T)；

Near the recess (14) of top (12), for reducing thickness of the template (10) near top (12) place；And

Protrude into the projection (16) in the recess (14).

13. template systems as claimed in claim 12, it is characterised in that the template (10) is plate-like.

14. template system as described in claim 12 or 13, it is characterised in that the template (10) is including aluminium or by aluminum Into.

15. template system as described in claim 12 or 13, it is characterised in that the template (10) is with an inclined bottom (18), the bottom (18) is opposite with the top (12).

16. template system as described in claim 12 or 13, it is characterised in that the top (12), should with fillet (20) Fillet (20) is opposite with the recess (14).

17. template systems as claimed in claim 16, it is characterised in that the recess (14) and/or projection (16) and/or circle Angle (20) is by extrusion forming.

18. template system as described in claim 12 or 13, it is characterised in that the template system also has including at least one The wall form of one angled top.

19. template system as described in claim 12 or 13, it is characterised in that the template system also includes that at least two is different The wall form of height；Wherein, shorter template and template higher include more several anchor logs arranged with certain spacing, and And the spacing of the anchor log for being smaller than template higher of the anchor log of shorter template.