CN203755679U - Template removal head and template system - Google Patents
Template removal head and template system Download PDFInfo
- Publication number
- CN203755679U CN203755679U CN201420070600.0U CN201420070600U CN203755679U CN 203755679 U CN203755679 U CN 203755679U CN 201420070600 U CN201420070600 U CN 201420070600U CN 203755679 U CN203755679 U CN 203755679U
- Authority
- CN
- China
- Prior art keywords
- template
- removal head
- form removal
- 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.)
- Withdrawn - After Issue
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Classifications
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- 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
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- 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
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- 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 utility model relates to a template removal head and a template system, wherein the end under the template removal head is connected or can be connected to a strut (42), and the end above the template removal head is connected or can be connected to at least one beam (44) and/or a template (46); and the template removal head (40) also comprises a wedge (48), the wedge (48) can be at least matched with the beam (44) and/or the template (46) and a fixation part (66) of the template removal head (40) indirectly and closely, so that horizontal movements of the wedge (48) can drive the beam (44) and/or the template (46) to move downwards vertically. With the template removable head in the utility model, template removal of the template system becomes safer and more reliable. The template system comprises at least one template removal head and at least one or multiple templates (10) and beams (44) for the best.
Description
Technical field
The utility model relates to the form removal head of a kind of crossbeam for support shuttering system and/or template, and has the template system of this form removal head.
At the realm of building construction, be formed for filling reinforcing bar and concrete receiving space by some templates, with wall and the floor of moulding building.Especially, slab form is conventionally by cross beam support, and crossbeam is further by shore supports.Under personnel's the prerequisite of safety of these parts that does not jeopardize operation template system, for being become, removing of template and crossbeam be more prone to, and 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 building operations.Form removal head comprises a vertically moving movable part and a chock (wedge).Chock can switch between primary importance and the second place.In the time of primary importance, chock movable support part is in operating position, so that concrete can pour into a mould in the template being supported by form removal head, thereby forms floor.In the time of the second place, chock allows movable part to depart from described operating position and movable part is supported on lower than the approximately position of several centimetres, described operating position, to allow template and crossbeam split laying down after concrete fully hardens.But in unloading process, template is adhered on the floor of new moulding sometimes, now, the effort of any artificial removal's template and crossbeam is not very suitable conventionally, its dangerous condition of can leading.
Utility model content
The purpose of this utility model is to provide a kind of form removal head, can operate safely, reliably the parts of template system, particularly in the process of form removal (dismounting template system).
Above-mentioned purpose realizes by a kind of form removal head, and this form removal head connects and maybe can be connected to pillar with bottom, connects and maybe can connect at least one crossbeam and/or template with upper end; This form removal head also has chock, and this chock can at least indirectly, closely be matched with the fixed part of crossbeam and/or template and form removal head, to make chock movement in the horizontal direction order about this crossbeam and/or this template moves vertically downward.
Form removal head comprise upper end and with opposing bottom, upper end, this bottom is connected to a pillar, this upper end can connect at least one crossbeam and/or at least one template.This form removal head also comprises chock.This chock at least can act on crossbeam and/or template indirectly, and this chock is provided with fixed part, so that chock orders about crossbeam in the time that along continuous straight runs moves and/or template moves vertically downward.
The bottom of above-mentioned form removal head can be connected to pillar, and in other words, described form removal head also can become as a whole with pillar.Certainly, described form removal head can be also a top that can be connected to pillar independent parts also.
In addition, the upper end of described form removal head can also be connected at least one crossbeam and/or at least one template, so, crossbeam and/or template can be supported in form removal head, and coordinate with the chock tight (positively) of form removal head, so that when chock is vertically shifted, can order about respective girders and/or template vertically moves, particularly also can overcome the bonding force that new moulding floor produces.The movement vertically of described chock is in fact the displacement by chock along continuous straight runs, and chock and fixed part on form removal head coordinate to realize, horizontal shift is converted into vertical movement by this cooperation.For example, in the following detailed description, this conversion can realize by the suitable ramp (ramp) or the similar inclined-plane that are arranged at chock.Under any circumstance, do not need manually to go the floor from new moulding to pull down template.As long as move by the horizontal direction of chock, can impel several centimetres, template and crossbeam " decline ", to realize dismounting operation.
It should be noted that, this chock can coordinate with crossbeam and/or template directly or indirectly, in other words, between chock and crossbeam and/or template, can occur one or more such as below by describe in detail fixture and/or the intermediate member of fixed head.
The preferred embodiment of form removal head of the present utility model defines in the dependent claims.
As mentioned above, the fixture that has at least one clip slot is preferably used for chock at least indirectly to coordinate with crossbeam and/or template herein.
In addition be arranged between chock and crossbeam or template for guiding the chock junction plate that also fixed part of split die head is guided.Because this junction plate is for being passed to crossbeam and/or template by the vertical movement of chock, in the use procedure of form removal head, this junction plate can move along substantially vertical direction under the guiding of the fixed part of form removal head.
In the time that described fixture and junction plate exist, junction plate is preferably offered at least one lockhole for inserting for fixture.The fixture that inserts lockhole can coordinate crossbeam and/or template with described junction plate.
For the fixed part that can coordinate with chock of form removal head, this fixed part is preferably the ledge that at least one level is stretched out herein, this ledge preferably has a roughly rounded cross section, to coordinate with contour smoothing inclination or ramp shape of chock.
Correspondingly, chock preferably has at least one ramp towards fixed part, to match with fixed part.
In addition, this form removal head is preferably provided with at least one block, this at least one block is for coordinating with a position of crossbeam, move along its length with restriction crossbeam, thus ensure crossbeam at pouring concrete (will pour into a mould) when forming floor and there is more safe and reliable location in the time that template is dismantled.
Herein, this at least one block can form one with the guide member for guiding chock by a simple especially mode, and can be formed on above-mentioned junction plate with the integral type parts of described function, or through described junction plate.
Above-mentioned fixture preferably has at least one clip slot, in order to accommodate a part for chock and/or a part for a part for junction plate and/or template and/or a part for crossbeam.As mentioned above, therefore fixture can link together a junction plate of crossbeam or template and form removal head.Certainly, fixture also can be for the connection between template, and particularly below by being connected between the template of describing in detail and adjacent forms (being generally slab form), the ledge of described template is for applying the chucking power needing by this fixture.
This fixture is preferably L-shaped, has the state of chucking power to allow this fixture be brought into, and particularly realizes by turning to a position.It should be noted that, this clip slot is preferably formed on a leg of this L shaped fixture, and another leg of this L shaped fixture provides a lever arm, applies above-mentioned rotatory force to provide.
Because described chucking power need to be in order to keep out the profile of reaction force, described fixture preferably also arranges at least two radiated entends portions, and at least two radiated entends portions define described clip slot.
In addition, this fixture preferably has at least one radiated entends portion, for the separator between the template as linking together.For example, template links together with 90 degree angles, and one of them template can be above-mentioned body of wall template, can be slab form and be attached thereto the template connecing.From accompanying drawing, can find out, when this fixture has at least one radiated entends portion, this at least one radiated entends portion defines the spacing between the suitable profile of template or between template and template, and/or when angle between the suitable profile of template or between template and template, this angle and/or this spacing can be fixed reliably.
As mentioned before, the utility model also provides a kind of template system, and this template system has at least one above-mentioned form removal head and at least one or preferably multiple templates and crossbeam.
In addition, described template system preferably has a template, and this template has one and has certain thickness top, and this template is formed with recess near the part at this top, and this recess reduces the thickness near the part at this top.Finally, a projection protrudes into this recess.
It should be noted that, this new type formwork is generally used for, as wall form, that is to say, it is in use vertically placed, and described top is the peak of described template in the time of vertical placement.This towards on, described thickness along continuous straight runs extends.To be described in detail to below, a suitable horizontal surface is preferably defined at described top, this horizontal surface be for for pouring concrete its, to form the part of horizontal surface for floor or ceiling.Because this new type formwork can be used as the wall form of the top preferably, thereby contribute to the transition of slab form, the top of this new type formwork can be considered to form the edge of floor, is also formed on transitional region between floor and body of wall.
Above-mentioned template has reduced the thickness of template near top near the recess at top, rotates, to dismantle this template thereby template can be gone the long way round from the direction of (new moulding) body of wall.Described rotation is roughly to carry out around the transition having between certain thickness top and this recess.Finally, a projection protrudes in this recess, to make described template be connected and to keep together with adjoining slab form.By means of described recess, can realize without too large power or moment of torsion for the described rotation of removing this template, allow the mode that the shallow personnel of money also can be safe realize.
This template is preferably and is roughly tabular, and it but can serve as corner formwork.Thereby in the time that this template is used as the wall form of the top, construct the wall form with special feature, these special features can realize described beneficial effect.
For the operation that makes described template safety and easily more, template is at least mainly adopted and is formed from aluminium at this, and particularly whole structure member (be also those parts of Rigidity and strength are provided for this template) is all adopted and is formed from aluminium.It should be noted that, some parts of this template can be made up of the timber such as veneer, and these parts are those parts that are roughly tabular and define surface of wall to be formed particularly.
In a preferred embodiment, this template has an inclination bottom relative with above-mentioned top, so that dismantle any template of this template below.
Above-mentionedly can be become and be more prone to by a fillet for the rotation of dismantling this template, this fillet be preferably arranged on described top opposing with recess.In described rotation process, this fillet slides along the concrete wall of new moulding, can guarantee that by this fillet this rotation action becomes significantly smooth-going.
For above-mentioned recess and/or projection and/or fillet, all can easily pass through extrusion forming.Particularly, can provide and there is the moulded of above-mentioned entire infrastructure profile, this moulded the highest region that can form described template.
Consider that the preferred embodiment of above-mentioned template has the bottom of inclination, this template system preferably has at least one and has the template on inclination top, both inclined surfaces are preferably complimentary to one another, to can be stacked reliably, to define a side of the body of wall for the treatment of concrete formation.Further, as mentioned above, in the situation that the template below being particularly positioned at is first torn open, the structure of this inclination makes form removal become more convenient.In other words, above-mentioned new type formwork and all slab forms be finally dismounting all, provides support for carrying out efficient assembling on the rear floor of described template system on the floor of just moulding.This is because lower wall form can first be removed, and can be taken immediately to next floor and get on.
In order to make the body of wall with differing heights can use same set of template system, this template system preferably has the template of at least two kinds of differing heights.Herein, it should be noted that, above-mentioned new type formwork can have a height corresponding with common wall height.Certainly, this new type formwork also can have the height high far below wall, and no wall is high can be realized by the one or more template with suitable height.Especially, in order to ensure to operate easily and reliably wall form, along with the top of above-mentioned new type formwork formation body of wall, several different templates form the minimum position of body of wall, several templates with certain altitude can be utilized to form the major part of a body of wall, thereby it is high to realize different walls.
Finally, especially for body of wall compared with lower part, shorter template can be set, and this shorter template has the anchor log of the closely spaced arranged with interval of anchor log (anchor) of higher template, to bear higher concrete pressure and the relevant pressure of body of wall lower position.It should be noted that, this anchor log preferably uses together with described template system, and it has an overcoat, and this outer being enclosed within after anchor log is removed is stayed in concrete wall.
Brief description of the drawings
Below, the preferred embodiment of the utility model shown in by reference to the accompanying drawings describes, wherein:
Fig. 1 shows the element of the template system in use;
Fig. 2 a shows the transition between floor and the wall form in the time that wall form is removed;
Fig. 2 b shows 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 novel form removal head in primary importance;
Fig. 5 shows the novel form removal head in the second place;
Fig. 6 shows the perspective bottom view of form removal head;
Fig. 7 shows perpendicular to the novel form removal head in the second place under the visual angle of Fig. 5;
Fig. 8 show under the visual angle of Fig. 7 at the 3rd locational form removal head.
Detailed description of the invention
As shown in Figure 1, comprise that several wall forms of top template 10 are for defining substantially vertical space, form body of wall 28 with fluid concrete.In addition, some slab form 30 approximate horizontal are arranged, form floor 32 for fluid concrete.This slab form 30 is supported by form removal 40 and pillar 42.
In the time that the concrete of body of wall 28 and floor 32 fully hardens, wall form can be dismantled.By having the new type formwork 10 of inclination bottom 18 and being positioned at these new type formwork 10 belows and having the template on corresponding inclination top, it is easy that the dismounting of wall form becomes.The template that these structures allow to be positioned at these new type formwork 10 belows is around bottom towards removing in advance away from the rotation of body of wall 28, and other templates that are used to form body of wall 28 are dismantled subsequently.
Especially as shown in Figure 2 a, the structure at the top of this new type formwork 10 reduces this dismounting task difficulty significantly.This be because, the top 12 of this template 10 has thickness T, this thickness T define this new type formwork to for for pouring concrete its, to form the surperficial contribution of floor 32.In order to make template 10 not need too large power in the time dismantling, the below at top 12 is formed with recess 14, in order to reduce the thickness near the part at top 12.This recess 14, with together with the fillet 20 opposing with this recess 14, can rotate this template 10 or is roughly heeling condition as shown in Figure 2 a, be also template 10 around with the transition position of slab form 30, make template 10 bottoms away from body of wall 28.Under heeling condition, can pull down template 10 by substantially vertical direction, and be disassembled.Recess 14 starts to be positioned at the position under " whole " thickness T at top 12, can be with the low side of fillet 20 in sustained height (as shown in Figure 2 a), or higher than this low side a little, be beneficial to rotate.As shown in Figure 1, projection 16 along with in template 10(Fig. 1 and Fig. 2 from left to right) the substantially vertical direction of thickness direction protrudes in recess 14, so that template 10 can be clamped on slab form 30 by fixture.
Fig. 3 shows the fixture 22 in phantom drawing, and this fixture 22 is roughly L-shaped, one roughly the first extension 26.1 in the form of a ring defined fixture 22 and can be inserted into lockhole 34(as shown in position, Fig. 2 a left side) in the degree of depth.Second extension 26.2 is for coordinating and limiting the projection 16 in template 10, and this projection 16 is by the clip slot 24 being accommodated between extension 26.Therefore, in use, (short) leg that fixture 22 has an extension 26 is inserted lockhole (example is as shown in the reference numeral 34) by (as shown in Figure 2 a by left-to-right), and in slab form 30 position relative with wall form 10.Then, in illustrated embodiment, the power that fixture 22 is applied a rotation or rotated by the long leg of this fixture 22, to make this long leg 22 in substantially vertical direction, and matches the second radiated entends portion 26.2 side opposing with recess 14 with the projection 16 of template 10.So, this template 10 can be connected to or be clamped on slab form 30, thereby obtains the assembly shown in Fig. 1.
Can find out from Fig. 2 a, it is to take shape in a monolithic moulding that recess 14, projection 16, fillet 20 and top 12 are done as a whole, and this monolithic moulding can be passed through extrusion forming (extrusionmolding).In addition, can be formed in this monolithic moulding for template 10 provides the L shaped or S shape part of required strength structure, this L shaped or S shape part is a part for above-mentioned reliable template.Especially, this monolithic moulding can be adopted and is formed from aluminium, to alleviate its weight.
The first extension 26.1 can have the spine (ridges) 36 towards the second extension 26.2, and this spine 36, in order to match with any groove of complementation, thinks that fixture 22 forms fixing, a position that be preferably clamping or that cooperatively interact.
In illustrated embodiment, with axial (along the short-leg length direction of fastener 22) length A of opposing the 3rd extension 26.3 of the second extension 26.2, with end (Fig. 2 a of slab form 30; In the horizontal direction towards wall form 10) and the vertical leg 38 of above-mentioned S shape structure between distance roughly suitable, be roughly the wall form 10 of 90 degree angles and the relative position of slab form 30 to define.
Again as shown in Figure 2, wall form 10 links together by fixture 22 with slab form 30.Can see from this figure, projection 16 is contained in (only visible in Fig. 3) in the clip slot 24 between the first extension 26.1 and the second extension 26.2.In addition, in the present embodiment and the second extension 26.2 roughly opposing the 3rd extension 26.3 defined the distance between slab form 30 and vertical leg 38, namely defined the distance between template 10 and slab form 30.So, in the case of top 12 and the slab form 30 of wall form 10 is adjacent, can guarantee that between wall form 10 and slab form 30, being roughly 90 degree angles is connected.
It should be noted that, the above-mentioned fixture that possesses all features and embodiment is an independently utility model, and it can be connected the template of the lockhole with applicable.Therefore, this fixture will be seen as the application's a theme, and it has one or more described feature and described embodiment, and can combine with described template and described template system.
Fig. 4 shows under use state and more detailed novel form removal head, together joins Fig. 6, and form removal 40 has fixed leg 50, and the cross section of this fixed leg 50 is roughly square in illustrated embodiment, and has round edge.Fixed head 54 is arranged on the lower end of fixed leg 50, under the use state shown in this fixed head 54 Fig. 4, is adjacent to gripper shoe 56.In addition, form removal head also has roughly extension 58(in a tubular form as shown in Figure 6), this extension 58 is contained in the top of pillar 42.
Chock 48 can move along horizontal aspect relative to fixed leg 50, it roughly offers a square opening Fig. 6 and can more clearly show at middle part, moving horizontally by the hook 60 that is arranged at junction plate 62 bottoms of chock 48 guided, and junction plate 62 can only vertically move with respect to fixed leg 50.Again as shown in Figure 6, this junction plate 62 has lockhole 34, and the fixture 22 in Fig. 3 can intert into this lockhole 34, with crossbeam 44(as shown in Figure 4) clamping, slab form 46 is clamped on crossbeam 44 by more fixture.
It is below the more detailed description about Fig. 6, the assembly that comprises chock 48, fixture 22, junction plate 62, crossbeam 44 and template 46 can move down under the ordering about of external force, also away from floor 32 1 segment distance B, for example, this can be 15mm apart from B, and what this external force was ordered about moves down and can roughly realize by closely cooperating between said elements.In other words, in the time that chock 48 moves down, hook 60 orders about junction plate 62 and moves vertically downward, and because fixture 22 is clamped to crossbeam 44 on junction plate 62, crossbeam 44 also moves down thereupon, and then slab form 46 also moves down thereupon.So, between crossbeam 44 and template 46, between template 46 and floor 32, will mutually depart from the other hand on the one hand.Comparison diagram 4 and Fig. 5, can find out, it is to realize by driving chock 48 to move on the diverse location in horizontal direction that said modules moves down.For example, can adopt iron hammer to apply a horizontal force to chock 48, order about chock 48 and move in the horizontal direction.
As shown in Figure 6, the bottom of chock 48 is also provided with two ramps 64, these two ramps 64 form one be not level towards surface, in illustrated embodiment, this surface is greater than the height at chock 48 middle parts at the height of chock 48 ends.Therefore, when chock 48 moves to the left end shown in right-hand member and Fig. 6 of Fig. 4 from the state shown in Fig. 4 and Fig. 6, be arranged in two ledge 66(Fig. 6 on fixed leg 50 and only can see one of them) match with ramp 64, and order about chock 48 and move down.Moving down and then drive directly or indirectly of chock 48 moves down with the close-fitting said elements of chock 48.In order fully to dismantle this template system, the fixture 22 that crossbeam 44 is fixed to module 62 can be dismantled, and so, template 62 can realize from the fixed head 54 of form removal 40 and departing from together with chock 48.Particularly, after the wall form 10 of the top shown in Fig. 2 a disassembles, slab form 46 can, near body of wall 28, progressively disassemble.For this reason, need to be the fixture 22 between these slab forms 46 and crossbeam 44 is first disassembled.
Fig. 7 shows when form removal head is during in the second place shown in Fig. 5 and Fig. 7, and crossbeam 44(Fig. 7 shows two crossbeams 44) cannot splitly lay down.It should be noted that, from the visual angle shown in Fig. 5, crossbeam 44 extends along the direction perpendicular to Fig. 5 place plane, and the visual angle of Fig. 7 is vertical with the visual angle shown in Fig. 5, and therefore, two crossbeams 44 shown in Fig. 7 extend from left to right.Especially, they are roughly extending to top board 68 places of form removal 40, and with top board 68, roughly form a band-like surface, and slab form 46(is as shown in Figure 4) near this band-like surface, be formed with crossbeam recess 70 in the bottom of crossbeam 44.On the position shown in Fig. 4, Fig. 5 and Fig. 7, block 72 stretches in this crossbeam recess 70.In illustrated embodiment, block 72 and guiding chock 48(are as shown in Figure 6) hook 60 one-body molded.
Block 72 coordinates with a sidewall 74 of crossbeam 44, moves along its length to limit crossbeam 44, and also, restriction crossbeam 44 moves to the right from the left side shown in Fig. 7.One extension 76 is further set on sidewall 74.This extension 76 stretches out in the top edge (upper edge) of crossbeam 44, and in the position shown in Fig. 4, this top edge is crossbeam 44 in abutting connection with the top board 68 of form removal 40 and under the effect of block 72, supports the edge to top board 68.
From Fig. 7, it can also be seen that, in the time moving a certain distance under the form removal head with crossbeam 44, extension 76 is supported on the substrate 78 of form removal 40.Now, because crossbeam 44 is fixed to template 62 by fixture 22, thereby cause crossbeam 44 not disassemble.In addition, crossbeam 44 movement along its length is not subject to the restriction of fixture 22, but block 72 can move by restriction crossbeam 44 along its length.
As can be seen from Figure 8, when fixture 22 is split lay down after, the assembly that chock 48, template 62, hook 60 and block 70 form moves down after certain distance, can be taken to the 3rd lower position, described assembly drops on fixed head 54.Now, block 72 no longer limits crossbeam 44 and moves along its length, and therefore, crossbeam 44 can splitly be laid down.It should be noted that block 72 and hook 60 are integrally formed on C shaped element part, and can pass template 62.
Then, other slab form (supposing the more close body of wall 28 of those slab forms in Fig. 5 middle cross beam 44 left sides), for example, those slab forms in Fig. 5 middle cross beam 44 left sides can splitly be laid down, and other crossbeam 44 also can adopt foregoing dismounting way all to disassemble.Finally, the fixed leg 50 that is provided with form removal head is dismantled, thereby finally completed field-strip.Certainly, some time, the floor hardening completely in order to support end, somewhere, can continue to retain in the place that be provided with fixed leg 50 corresponding fixed leg 50, template and corresponding crossbeam.
Understandably, above-mentioned each technical characterictic can be combined use and unrestricted, and all authority of the present utility model require can mutually combine.
These are only embodiment of the present utility model; not thereby limit the scope of the claims of the present utility model; every equivalent structure or conversion of equivalent flow process that utilizes the utility model manual and accompanying drawing content to do; or be directly or indirectly used in other relevant technical fields, be all in like manner included in scope of patent protection of the present utility model.
Claims (20)
1. a form removal head (40), connects and maybe can be connected to pillar (42) with bottom, connects and maybe can connect at least one crossbeam (44) and/or template (46) with upper end; This form removal head (40) also has chock (48), this chock (48) can at least indirectly, closely be matched with the fixed part (66) of crossbeam (44) and/or template (46) and form removal head (40), to make chock (48) movement in the horizontal direction order about this crossbeam (44) and/or this template (46) moves vertically downward.
2. form removal head as claimed in claim 1, is characterized in that, described chock (48) can coordinate with this crossbeam (44) and/or template (46) by the fixture that offers at least one clip slot (24); Described chock (48) can pass through junction plate (62) and coordinate with crossbeam (44) and/or template (46), this junction plate (62) is guided described chock (48), fixed part (50) is guided this junction plate (62), and this fixed part (50) is in use roughly and is arranged vertically.
3. form removal head as claimed in claim 2, is characterized in that, described junction plate (62) has at least one lockhole (34), inserts for fixture (22).
4. the form removal head as described in claims 1 to 3 any one, is characterized in that, the fixed part (66) of described form removal head (40) is at least one protuberance, and this at least one protuberance approximate horizontal is extended, and has a roughly rounded cross section.
5. form removal head as claimed in claim 1, is characterized in that, described chock (48) has at least one ramp (64), and this ramp (64) are towards the fixed part (66) of this form removal head (40).
6. the form removal head as described in claim 1-3 and 5 any one, it is characterized in that, this form removal head also comprises at least one block (72), and this at least one block (72), for coordinating with a position (74) of crossbeam (44), moves along its length to limit crossbeam (44).
7. form removal head as claimed in claim 6, is characterized in that, this block (72) and as a whole for guiding hook (60) moulding of this chock (48).
8. form removal head as claimed in claim 2 or claim 3, it is characterized in that, described fixture (22) has a clip slot (24), for accommodating a part of described chock (48) and/or this junction plate (62) and/or this crossbeam (44) and/or this template (46).
9. form removal head as claimed in claim 2 or claim 3, is characterized in that, described fixture (22) is roughly L-shaped.
10. form removal head as claimed in claim 2 or claim 3, is characterized in that, described fixture (22) has at least two radiated entends portions (26), and these at least two radiated entends portions (26) therebetween define described clip slot (24).
11. form removal heads as claimed in claim 2 or claim 3, is characterized in that, described fixture (22) has at least one radiated entends portion (26.3), and this at least one radiated entends portion (26.3) is as the separator between two templates (10,30).
12. 1 kinds of template systems, have the form removal head described at least one claim 1 to 11 any one, and at least one template (10) and crossbeam (44).
13. template systems as claimed in claim 12, is characterized in that, described at least one template (10) comprising:
There is the top (12) of a thickness (T);
Near the recess (14) at top (12), the thickness of locating near top (12) for reducing template (10); And
Protrude into the projection (16) in this recess (14).
14. template systems as claimed in claim 13, is characterized in that, described template (10) is tabular.
15. template systems as described in claim 13 or 14, is characterized in that, described template (10) is at least mainly made of aluminum.
16. template systems as described in claim 13 or 14, is characterized in that, described template (10) has the bottom (18) of an inclination, and this bottom (18) are opposing with this top (12).
17. template systems as described in claim 13 or 14, is characterized in that, described top (12) have fillet (20), and this fillet (20) is opposing with described recess (14).
18. template systems as claimed in claim 17, is characterized in that, described recess (14) and/or projection (16) and/or fillet (20) pass through extrusion forming.
19. template systems as described in claim 13 or 14, is characterized in that, this template system also comprises that at least one has the wall form of an angled top.
20. template systems as described in claim 13 or 14, is characterized in that, this template system also comprises the wall form of at least two differing heights; Wherein, shorter template and higher template include most the anchor logs with certain arranged with interval, and the spacing of the anchor log of shorter template is less than the spacing of the anchor log of higher 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 (1)
| Publication Number | Publication Date |
|---|---|
| CN203755679U true CN203755679U (en) | 2014-08-06 |
Family
ID=47757572
Family Applications (2)
| 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 |
| CN201410055680.7A Expired - Fee Related CN103993737B (en) | 2013-02-18 | 2014-02-18 | Form removal head and template system |
Family Applications After (1)
| 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 |
Country Status (4)
| Country | Link |
|---|---|
| KR (1) | KR101777933B1 (en) |
| CN (2) | CN203755679U (en) |
| SG (1) | SG11201506462SA (en) |
| WO (1) | WO2014124695A1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103993737A (en) * | 2013-02-18 | 2014-08-20 | 多卡工业有限公司 | Stripping head and formwork system |
| CN106545177A (en) * | 2016-11-17 | 2017-03-29 | 山东普瑞玛模板有限公司 | A kind of quick-locking device for being applied to connect pillar |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113015833B (en) * | 2018-11-29 | 2023-09-22 | Peri欧洲公司 | ALPHADECK-large-area flat template system |
| DE102019002566A1 (en) * | 2019-04-08 | 2020-10-08 | Peri Gmbh | Formwork panel of metal for concrete formwork |
| AU2020401400A1 (en) | 2019-12-13 | 2022-06-09 | 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 |
| CA2493492A1 (en) * | 2004-07-21 | 2004-12-05 | 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 |
| WO2014124695A1 (en) * | 2013-02-18 | 2014-08-21 | Doka Industrie Gmbh | Stripping head and formwork system |
-
2013
- 2013-02-18 WO PCT/EP2013/053170 patent/WO2014124695A1/en active Application Filing
- 2013-02-18 KR KR1020157024641A patent/KR101777933B1/en active IP Right Grant
- 2013-02-18 SG SG11201506462SA patent/SG11201506462SA/en unknown
-
2014
- 2014-02-18 CN CN201420070600.0U patent/CN203755679U/en not_active Withdrawn - After Issue
- 2014-02-18 CN CN201410055680.7A patent/CN103993737B/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103993737A (en) * | 2013-02-18 | 2014-08-20 | 多卡工业有限公司 | Stripping head and formwork system |
| CN106545177A (en) * | 2016-11-17 | 2017-03-29 | 山东普瑞玛模板有限公司 | A kind of quick-locking device for being applied to connect pillar |
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103993737A (en) | 2014-08-20 |
| KR101777933B1 (en) | 2017-09-12 |
| SG11201506462SA (en) | 2015-09-29 |
| WO2014124695A1 (en) | 2014-08-21 |
| CN103993737B (en) | 2017-07-11 |
| KR20150119099A (en) | 2015-10-23 |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20140806 Effective date of abandoning: 20170711 |
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| AV01 | Patent right actively abandoned |