CN203755652U - Template and template system - Google Patents
Template and template system Download PDFInfo
- Publication number
- CN203755652U CN203755652U CN201420070772.8U CN201420070772U CN203755652U CN 203755652 U CN203755652 U CN 203755652U CN 201420070772 U CN201420070772 U CN 201420070772U CN 203755652 U CN203755652 U CN 203755652U
- Authority
- CN
- China
- Prior art keywords
- template
- recess
- fixture
- wall
- projection
- 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- Withdrawn - After Issue
Links
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
- E04G11/02—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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
- E04G11/082—Retractable forms for the inside face of at least three walls
-
- 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
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
- E04G11/087—Fill-in form panels in the plane of two adjacent forms
-
- 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
- E04G17/001—Corner fastening or connecting means for forming or stiffening 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 (10) and a template system, wherein the template (10) comprises a top part (12) with thickness (T); a concave part (14) close to the top part (12), which is used to reduce the thickness of the template (10) near to the top part; and a protuberance (16) which is stretched into the concave part (14). When the template in the utility model serves as one part of the template system, operations can become safe and reliable, especially during template removal (namely in a template removal system). The template system comprises the template (10) and at least one clamp (22), wherein the clamp (22) forms a clamp groove (24) in order to contain the protuberance (16).
Description
Technical field
The utility model relates to a kind of template and with the template system of this template, this template is used in particular for as the transition template between wall form and slab form.
At the realm of building construction, template is used for forming fills reinforcing bar and concrete receiving space, to form body of wall and the floor of building.
Background technology
German patent application DE102010013960A1 relates to a kind of template system, and this template system comprises the template that is used to form body of wall and floor, and the rotary corner plate that is arranged at the transition position between body of wall and floor.This rotary corner plate can have recess, and this recess allows the wall form hinged with this rotary corner plate, around the tie point between this wall form and this rotary corner plate, towards the body of wall away from new moulding, rotates.
Utility model content
The purpose of this utility model is to provide a kind of template, this template as a template system when part can be safely, operate reliably, particularly in the process of form removal (dismantling template system).
Above-mentioned purpose realizes by a kind of template, and this template comprises:
The top with a thickness;
Near the recess at this top, this recess is in order to reduce template near the thickness at place, top; And
Protrude into the projection in this recess.
Correspondingly, this template has one and has certain thickness top, and the part near this top in this template is formed with recess, and this recess is for reducing the thickness of the part near this top.Finally, a projection protrudes in this recess.
It is pointed out that this new type formwork is typically used as wall form, also, it is in use arranged vertically.When template is arranged vertically, this top represents the peak of this template.This towards on, the thickness level of template is extended.To be described in detail to below, a suitable horizontal surface is preferably defined at this top, this horizontal surface for for for pouring concrete its, to form a part for the horizontal surface of 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 with adjoining slab form and to keep together.By means of described recess, for removing the described rotation of this template, without too large power or moment of torsion, can realize, allow the mode that the shallow personnel of money also can be safe realize.
The preferred embodiment of template of the present utility model defines in the dependent claims.
This template is preferably and is roughly tabular, and it but can be as corner formwork.Thereby when 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.
In order to make the operation safe of described template and easily, 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 by 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 for dismantling the rotation of this template, can be become and be more prone to by a fillet, 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, by this fillet, can guarantee that this rotational 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.
As mentioned before, the utility model also relates to a kind of template system, and this template system has at least one template in the aforementioned embodiment.In addition, described template system has at least one fixture, and this fixture has one for accommodating the clip slot of this projection.In other words, this fixture can be for by being connected between above-mentioned template and adjacent forms (being generally slab form), and the ledge of described template is for applying the chucking power needing by this fixture.
In the utility model, this fixture is preferably L-shaped, has the state of chucking power to allow this fixture be brought into, and particularly by turning to a position, realizes.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, to provide, applies above-mentioned rotatory force.
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 as between the template linking together.For example, template links together with 90 degree angles, and one of them template can be above-mentioned body of wall template, and be attached thereto the template connecing, can be slab form.From accompanying drawing, can find out, when this fixture has at least one radiated entends portion, this at least one radiated entends portion defines between the suitable profile of template or the spacing between template and template, and/or during the angle between the suitable profile of template or between template and template, this angle and/or this spacing can be fixed reliably.
Consider that the preferred embodiment of above-mentioned template has the bottom of inclination, this template system preferably has at least one template with 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, for carrying out efficient assembling on the rear floor of described template system on the floor of just moulding, provides support.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 guarantee to operate easily and reliably wall form, top along with 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 is preferably used 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.
Accompanying drawing explanation
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 floor when wall form is removed and the transition between wall form;
Fig. 2 b shows floor and wall form annexation in Fig. 2 a;
Fig. 3 shows for connecting the fixture of the template of template system.
The specific embodiment
As shown in Figure 1, comprise that several wall forms of top template 10 are for defining substantially vertical space, with fluid concrete, form body of wall 28.In addition, some slab form 30 approximate horizontal are arranged, for fluid concrete, form floor 32.This slab form 30 is supported by form removal 40 and pillar 42.
When 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 when 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 the transition position with slab form 30, make template 10 bottoms away from body of wall 28.Under heeling condition, can pull down by substantially vertical direction template 10, 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 determined that fixture 22 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 long leg by this fixture 22 applies a rotation or rotates fixture 22, so that this long leg 22 is in substantially vertical direction, and makes the second radiated entends portion 26.2 match with the side opposing with recess 14 of 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.
From Fig. 2 a, can find out, 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.In addition, for template 10 provides the L shaped or S shape part of required strength structure, can be formed in this monolithic moulding, this L shaped or S shape is partly 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 36 towards the second extension 26.2, and this spine 36 is in order to match with any groove of complementation, thinks that fixture 22 forms definite, position clamping or that cooperatively interact preferably.
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, to define, be roughly the wall form 10 of 90 degree angles and the relative position of slab form 30.
Again as shown in Figure 2, wall form 10 links together by fixture 22 with slab form 30.From this figure, can see, 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 situation that the top 12 of wall form 10 is adjacent with slab form 30, 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 with being applicable to lockhole.Therefore, this fixture will be counted 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.
Understandably, above-mentioned each technical characterictic can be combined and use and unrestricted, and all authority of the present utility model requires mutually to 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 (11)
1. a template (10), comprising:
The top (12) with thickness (T);
Near the recess (14) at this top (12), this recess (14) is in order to reduce template (10) near the thickness at place, top; And
Protrude into the projection (16) in this recess (14).
2. template as claimed in claim 1, is characterized in that, described template (10) is roughly tabular; Described template (10) is at least mainly made of aluminum.
3. template as claimed in claim 1 or 2, is characterized in that, described template (10) has the bottom (18) of an inclination, and this bottom (18) are opposing with this top (12).
4. template as claimed in claim 1 or 2, is characterized in that, described top (12) have fillet (20), and this fillet (20) is opposing with described recess (14).
5. template as claimed in claim 4, is characterized in that, described recess (14) and/or projection (16) and/or fillet (20) pass through extrusion forming.
6. a template system, comprises the template (10) as described in claim 1 to 5 any one, and at least one fixture (22), and described fixture (22) is formed with clip slot (24), to accommodate described projection (16).
7. template system as claimed in claim 6, is characterized in that, described fixture (22) is roughly L-shaped.
8. the template system as described in claim 6 or 7, 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).
9. the template system as described in claim 6 or 7, 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).
10. the template system as described in claim 6 or 7, is characterized in that, this template system also comprises that at least one has the wall form of an angled top.
11. template systems as described in claim 6 or 7, it 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 with the anchor log of certain arranged with interval, and the anchor log spacing of shorter template is less than the anchor log spacing of higher template.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PCT/EP2013/053173 WO2014124696A1 (en) | 2013-02-18 | 2013-02-18 | Formwork panel and formwork system |
| EPPCT/EP2013/053173 | 2013-02-18 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203755652U true CN203755652U (en) | 2014-08-06 |
Family
ID=47739253
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410055679.4A Expired - Fee Related CN103993732B (en) | 2013-02-18 | 2014-02-18 | Template and template system |
| CN201420070772.8U Withdrawn - After Issue CN203755652U (en) | 2013-02-18 | 2014-02-18 | Template and template system |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410055679.4A Expired - Fee Related CN103993732B (en) | 2013-02-18 | 2014-02-18 | Template and template system |
Country Status (6)
| Country | Link |
|---|---|
| KR (2) | KR20150004105U (en) |
| CN (2) | CN103993732B (en) |
| BR (1) | BR112015019766A2 (en) |
| MX (1) | MX2015010560A (en) |
| MY (1) | MY182551A (en) |
| WO (1) | WO2014124696A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103993732A (en) * | 2013-02-18 | 2014-08-20 | 多卡工业有限公司 | Formwork panel and formwork system |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102019002566A1 (en) * | 2019-04-08 | 2020-10-08 | Peri Gmbh | Formwork panel of metal for concrete formwork |
| CN110541556B (en) * | 2019-09-11 | 2022-04-01 | 云南建投建筑机械有限公司 | Attached lifting scaffold and climbing method |
Family Cites Families (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3029412U (en) * | 1996-03-26 | 1996-10-01 | リー・ウエン・ユアン | Connecting device for formwork panels for construction |
| 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 |
| KR100805192B1 (en) * | 2006-06-22 | 2008-02-21 | 임정순 | In-corner coupling implement for construction mold equipped with resisting member |
| KR100860064B1 (en) * | 2007-02-07 | 2008-09-24 | 에스앤피시스템(주) | A slab panel structure of joint type mold |
| KR20100002610A (en) * | 2008-06-30 | 2010-01-07 | 주식회사 알루폼스코리아 | Aluminum form |
| DE102009055690A1 (en) * | 2009-11-25 | 2011-05-26 | Peri Gmbh | Ausschalvorrichtung |
| DE102010013960A1 (en) | 2010-04-06 | 2011-10-06 | Peri Gmbh | Paneelschalungssystem |
| CN202706558U (en) * | 2012-08-30 | 2013-01-30 | 天津甲一模板科技有限公司 | Early disassembling head |
| MX2015010560A (en) * | 2013-02-18 | 2016-04-04 | Doka Gmbh | Formwork panel and formwork system. |
-
2013
- 2013-02-18 MX MX2015010560A patent/MX2015010560A/en unknown
- 2013-02-18 BR BR112015019766A patent/BR112015019766A2/en not_active Application Discontinuation
- 2013-02-18 WO PCT/EP2013/053173 patent/WO2014124696A1/en active Application Filing
- 2013-02-18 MY MYPI2015002048A patent/MY182551A/en unknown
- 2013-02-18 KR KR2020157000040U patent/KR20150004105U/en not_active IP Right Cessation
- 2013-02-18 KR KR2020177000064U patent/KR200486857Y1/en active IP Right Grant
-
2014
- 2014-02-18 CN CN201410055679.4A patent/CN103993732B/en not_active Expired - Fee Related
- 2014-02-18 CN CN201420070772.8U patent/CN203755652U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103993732A (en) * | 2013-02-18 | 2014-08-20 | 多卡工业有限公司 | Formwork panel and formwork system |
Also Published As
| Publication number | Publication date |
|---|---|
| KR20170003756U (en) | 2017-10-31 |
| MY182551A (en) | 2021-01-25 |
| KR20150004105U (en) | 2015-11-10 |
| BR112015019766A2 (en) | 2017-07-18 |
| MX2015010560A (en) | 2016-04-04 |
| WO2014124696A1 (en) | 2014-08-21 |
| CN103993732B (en) | 2016-08-17 |
| KR200486857Y1 (en) | 2018-07-09 |
| CN103993732A (en) | 2014-08-20 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20140806 Effective date of abandoning: 20160817 |
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| AV01 | Patent right actively abandoned |
Granted publication date: 20140806 Effective date of abandoning: 20160817 |
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| C25 | Abandonment of patent right or utility model to avoid double patenting |