CN103993737B - Form removal head and template system - Google Patents
Form removal head and template system Download PDFInfo
- Publication number
- CN103993737B CN103993737B CN201410055680.7A CN201410055680A CN103993737B CN 103993737 B CN103993737 B CN 103993737B CN 201410055680 A CN201410055680 A CN 201410055680A CN 103993737 B CN103993737 B CN 103993737B
- Authority
- CN
- China
- Prior art keywords
- template
- form removal
- removal head
- crossbeam
- chock
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
- E04G11/486—Dropheads supporting the concrete after removal of the shuttering; Connecting means on beams specially adapted for dropheads
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/02—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for rooms as a whole by which walls and floors are cast simultaneously, whole storeys, or whole buildings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/04—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
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
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 (19)
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.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| EPPCT/EP2013/053170 | 2013-02-18 | ||
| PCT/EP2013/053170 WO2014124695A1 (en) | 2013-02-18 | 2013-02-18 | Stripping head and formwork system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103993737A CN103993737A (en) | 2014-08-20 |
| CN103993737B true CN103993737B (en) | 2017-07-11 |
Family
ID=47757572
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410055680.7A Expired - Fee Related CN103993737B (en) | 2013-02-18 | 2014-02-18 | Form removal head and template system |
| CN201420070600.0U Withdrawn - After Issue CN203755679U (en) | 2013-02-18 | 2014-02-18 | Template removal head and template system |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420070600.0U Withdrawn - After Issue CN203755679U (en) | 2013-02-18 | 2014-02-18 | Template removal head and template system |
Country Status (4)
| Country | Link |
|---|---|
| KR (1) | KR101777933B1 (en) |
| CN (2) | CN103993737B (en) |
| SG (1) | SG11201506462SA (en) |
| WO (1) | WO2014124695A1 (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101777933B1 (en) * | 2013-02-18 | 2017-09-12 | 도카 게엠베하 | Stripping Head and Formwork System |
| CN106545177B (en) * | 2016-11-17 | 2019-02-19 | 山东普瑞玛模板有限公司 | A kind of quick-locking device applied to connection pillar |
| MA54272A (en) * | 2018-11-29 | 2022-03-09 | Peri Gmbh | ALPHADECK - LARGE AREA SLAB PANEL FORMWORK SYSTEM |
| DE102019002566A1 (en) * | 2019-04-08 | 2020-10-08 | Peri Gmbh | Formwork panel of metal for concrete formwork |
| WO2021119661A1 (en) * | 2019-12-13 | 2021-06-17 | Somero Enterprises, Inc. | Machine for removing formwork from ceiling structure |
Family Cites Families (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1191578A (en) * | 1968-06-19 | 1970-05-13 | Scaffolding Great Britain Ltd | Prop Attachment or Head for Supporting Shuttering Elements in the Construction of Floors, Ceilings and Roofs. |
| GB1478128A (en) * | 1973-10-12 | 1977-06-29 | Evans & Sons Ltd C | Drop head support assembly for use in constructing roofs floors ceilings and the like |
| DE3003682C2 (en) * | 1980-02-01 | 1983-12-22 | Josef 7611 Steinach Maier | Slab formwork |
| ES2120298B1 (en) * | 1994-05-24 | 1999-04-01 | Pujol Barcons Salvador | IMPROVEMENTS IN HIGH-PRECISION MODULAR AND INTEGRAL FORMWORK SYSTEMS FOR THE CONSTRUCTION OF REINFORCED CONCRETE STRUCTURES. |
| CN2187640Y (en) * | 1994-06-02 | 1995-01-18 | 成志全 | Assemble type concrete form supporting head |
| JP3029412B2 (en) * | 1997-11-14 | 2000-04-04 | 九州日立化成工業株式会社 | Pachinko ball storage box |
| FR2810061A1 (en) * | 2000-06-09 | 2001-12-14 | Metallerie Du Beton Gidebe S A | Metal mould, for cement buildings, has mould sections formed of metal panels to form inner and outer walls and ceilings |
| CA2475339C (en) * | 2004-07-21 | 2005-09-13 | Hy-Rise Scaffolding Ltd. | Slab formwork systems |
| KR100753108B1 (en) * | 2006-04-05 | 2007-08-29 | 김승화 | Finishing goods with form function |
| GB2460662A (en) * | 2008-06-04 | 2009-12-09 | Kelly Louise Ross | A collapsible support mechanism for the use in the formation of a concrete slab, raft or beam. |
| KR101073513B1 (en) * | 2009-09-22 | 2011-10-17 | 금강공업 주식회사 | Slab panel and system for constructing the panel and method for assembling and disassembling the panel |
| JP4828661B1 (en) * | 2010-05-19 | 2011-11-30 | 丈司 秋本 | Formwork disassembly aid |
| CN201809972U (en) * | 2010-10-19 | 2011-04-27 | 苑炳南 | Early disassembly system of building horizontal structure template support grid member |
| KR101777933B1 (en) * | 2013-02-18 | 2017-09-12 | 도카 게엠베하 | Stripping Head and Formwork System |
-
2013
- 2013-02-18 KR KR1020157024641A patent/KR101777933B1/en active IP Right Grant
- 2013-02-18 WO PCT/EP2013/053170 patent/WO2014124695A1/en active Application Filing
- 2013-02-18 SG SG11201506462SA patent/SG11201506462SA/en unknown
-
2014
- 2014-02-18 CN CN201410055680.7A patent/CN103993737B/en not_active Expired - Fee Related
- 2014-02-18 CN CN201420070600.0U patent/CN203755679U/en not_active Withdrawn - After Issue
Also Published As
| Publication number | Publication date |
|---|---|
| SG11201506462SA (en) | 2015-09-29 |
| WO2014124695A1 (en) | 2014-08-21 |
| CN203755679U (en) | 2014-08-06 |
| KR101777933B1 (en) | 2017-09-12 |
| KR20150119099A (en) | 2015-10-23 |
| CN103993737A (en) | 2014-08-20 |
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| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
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Granted publication date: 20170711 Termination date: 20210218 |