EP2443299A1 - Fallkopf für ein deckenschalungssystem und deckenschalungssystem - Google Patents
Fallkopf für ein deckenschalungssystem und deckenschalungssystemInfo
- Publication number
- EP2443299A1 EP2443299A1 EP11700659A EP11700659A EP2443299A1 EP 2443299 A1 EP2443299 A1 EP 2443299A1 EP 11700659 A EP11700659 A EP 11700659A EP 11700659 A EP11700659 A EP 11700659A EP 2443299 A1 EP2443299 A1 EP 2443299A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- support
- formwork
- slab formwork
- slab
- formwork system
- 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.)
- Granted
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 177
- 238000009416 shuttering Methods 0.000 claims description 13
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000000969 carrier Substances 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 229910052751 metal Inorganic materials 0.000 claims description 5
- 239000002184 metal Substances 0.000 claims description 5
- 229920002430 Fibre-reinforced plastic Polymers 0.000 claims description 2
- 239000011151 fibre-reinforced plastic Substances 0.000 claims description 2
- 230000008901 benefit Effects 0.000 description 9
- 230000002349 favourable effect Effects 0.000 description 6
- 230000007704 transition Effects 0.000 description 4
- 230000008859 change Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 238000013383 initial experiment Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000010409 ironing Methods 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 230000036316 preload Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 238000012549 training Methods 0.000 description 1
- 230000001960 triggered effect Effects 0.000 description 1
- 230000003313 weakening effect Effects 0.000 description 1
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
- E04G11/36—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
- E04G11/50—Girders, beams, or the like as supporting members for forms
Definitions
- the invention relates to a drop head for a
- DE 33 16 557 C1 discloses a
- Ceiling formwork with a drop head which is divided into two parts, wherein the two parts are mounted differently lower lowered on the support, and a part is rotatable about the support.
- the invention has for its object to provide a drop head and provided therewith a ceiling formwork system through which the necessary in the context of switching on and Ausschalens work can be performed safely and efficiently.
- Ceiling formwork element which can be pivoted out of the vertical projection of the ceiling formwork element such that the ceiling formwork element on the at least one
- pivotable support is lowered over.
- the support or drop piece of the drop head according to the invention is pivotable such that a
- Ceiling formwork element such.
- the ceiling formwork element usually in the context of lowering, so the Ausschalens not
- the drop heads are provided with the described, pivotable supports whose swinging out, as described in more detail below, advantageously in a simple manner from the ground and in the context of removal of the slab formwork elements can be triggered. Since the supports can be swung out of the described vertical projection, the
- the drop head according to the invention has a (not lowerable) head plate, as well as a connection possibility to a prop. Further, a support element is preferably provided, which the lowerable support in a first
- the swinging out of the described vertical projection is particularly simple in that a
- Pivoting axis of the support is arranged above the support. This means that the support advantageously, for example, by means of the following
- Ceiling form element can initially be pivoted upwards, and thereby comes out of the slab formwork element. In the subsequent lowering movement, the support can simultaneously from the vertical projection
- At least one support has at least one undercut acting in the vertical direction.
- Undercut essentially provides a projection below and on which a suitable portion of a slab formwork element can be held, so that this, which is quite possible in strong winds, can not be lifted.
- the undercut can also be used to the fact that when lifting the slab formwork element at the beginning of Ausschalvorganges also the support is slightly raised.
- the drop head has at least one second support that can be lowered by a distance that differs from a lowering distance of the first support.
- ceiling formwork panels can be placed at the corners of typically a plurality of first, further lowerable supports.
- the surfaces directly adjoining the top plate of the drop head are to be closed (on at least two sides) by separate formwork elements.
- cover strips or small panels have proved to be favorable, which can be lowered by a shortened path during stripping, thereby reducing the risk of damage.
- Cover strip is no longer supported at one end, while it remains trapped at the other end between the standing support and the concrete. In this situation, a break often occurs due to the dead weight of the cover strip.
- the small panels or cover strips may be removed after lowering the drop heads together with any larger formwork panels. This offers on the one hand economic benefits, because even the small panels or Cover strips are used earlier in other floors. Furthermore, there is no longer the risk of breaking the
- Concrete ceiling can be removed laterally.
- slab formwork system described in claim 5, which has at least one drop head according to the invention.
- slab formwork system are one or more props and one or more
- Ceiling formwork elements in particular carrier or panels called.
- the undercut provided on at least one support can cooperate with an undercut on at least one slab formwork element such that the slab formwork element is secured against unwanted lifting on the one hand and can be disengaged from the undercut of the support during stripping, and finally on can be removed past the swiveled bearing.
- the slab formwork system described herein further comprises at least one carrier described in more detail below.
- This preferably consists at least partially of metal, in particular steel, but can be any other
- suitable material such as wood, aluminum or
- steel beams is a particular challenge in the carrier or more such carriers that can be integrated into a formwork element continues
- the carrier as much as possible to save weight, while at the same time Strength requirements must be met. This is achieved by one or more of the measures described below.
- the carrier may be curved at least slightly in the direction of the concrete to be filled.
- This essentially means a certain "preload" in the direction of the load, which results in that the load can be taken up particularly well, in particular without the risk of bending against the direction of curvature, which in the finished concrete pavement leads to undesired bulges or
- the described curvature may be formed as a uniform curvature and may be on the order of a few millimeters, depending on the length of the carrier, for example, about 4 millimeters.
- the slab formwork carrier may have openings
- such a support is usually mounted at its ends, and in its course a uniform line load is applied. This results in a load in middle areas, which is greater than in end areas. This is taken into account, while the possibilities of
- Apertures is provided, which are either increasingly smaller and / or less in the central region.
- the openings over the entire carrier a largely
- constant shape for example circular, have, but are smaller towards the center.
- Alignment of the openings in the direction of the center changed so that here a smaller weakening occurs.
- Sectional view gives the impression of a "portrait” arrangement, in the middle area “higher” and thus more stable than in peripheral areas. This also makes it possible to ensure the strength over the entire length, in particular also in the middle region, and at the same time to save weight in particular at the edges.
- Ceiling form carrier it has proven to be advantageous to form at least one opening such that therein
- At least one bracket for supporting another, preferably a wooden formwork support is suspended.
- a wooden formwork support is suspended.
- Openings is conceivable.
- such is
- brackets be mounted on different sides, so that they extend in use largely vertically to different sides of the formwork support.
- By mutually directed, but offset by the length of the bottom projections or hooks of the bracket can for example in two
- Wooden formwork beams are used. So far, it has been known to provide formwork supports laterally strip-shaped projections over substantially the entire length of the carrier, which have at its end an increase, so that the
- the slab formwork beam alone develops its advantages, but it can be advantageously integrated into a formwork element, in particular panel, and such an element may comprise several of the
- the formwork support is provided at least at one end with at least two directed in the same direction (usually vertical) supports, which are arranged at different vertical heights that the carrier on at least two different horizontal Levels can be placed on other elements of a slab formwork system.
- the formwork support is arranged substantially horizontally in use, but it is also conceivable that the use position of the formwork support is vertical, and thus that different positions are possible in the lateral direction.
- Slab formwork provided, but it can be used as any formwork support. In any case, directed in the same direction, at least two supports ensure that the formwork support is particularly versatile.
- Wood insert is nailbar, consists by the directed in the same direction the advantage that these
- Nailability is for use on the two (or more) horizontal levels.
- the supports provided on at least two vertical heights can be used particularly well if a grid of several carriers is to be formed.
- Slab formwork carrier hereby as "transitional support”, For example, to areas where another slab formwork system is used, or use as “edge support”, for example, to existing walls, to make here the "correct" level of formwork.
- Slab formwork carrier proved to be advantageous when the higher support is located closer to the end of the slab formwork carrier, as the lower support.
- the "height" of the slab formwork carrier decreases towards the end, which is similar to that already described above
- Form change of the carrier along its length is accompanied, and also provides a simple procedure when hanging up.
- At least one support is sleeve-shaped. Such a shape forms a largely vertical
- the cavity described is limited to at least three, preferably four sides in the horizontal direction and / or provided with a rounded contour, so that a particularly good interaction with round pins, such as a column head, is possible.
- the two supports in the closed state of the lower support are substantially aligned with each other.
- a formwork element is furthermore preferred in which beams running transversely between edge supports are arranged in a middle region of the frame
- Panels are less spaced than in end areas.
- the particularly loaded middle region can be reinforced in some way, while weight is saved in the end regions.
- Shuttering element proved to be particularly favorable, in which any edge support are not curved, and this measure only for at least one particularly stressful
- Cross member is used between the edge beams.
- Ceiling formwork system in particular also the bracket and the cover strip, alone, with any combination of the features described herein and any combination of the individual elements are to be regarded as an object of the present application.
- the invention is based on a in the
- Fig. 1 is a perspective view of an inventive
- FIG. 2 is a side view of the drop head according to the invention with an already lowered
- Fig. 3 shows a detail of Fig. 2 when lifting the
- Fig. 4 shows a detail of Fig. 2 when lowering the
- Fig. 5 is a perspective bottom view of a corner of a
- FIG. 6 is a perspective view of one end of a
- Fig. 7 is a perspective view of a column head with a launched in a first state
- FIG. 8 shows a perspective view of a column head with a carrier according to FIG. 6 laid on it in a second state
- Fig. 9 is a schematic view of a in a
- FIG. 11 shows a still further embodiment of a carrier.
- the drop head 10 shown in FIG. 1 has at its (in the position of use shown) lower end substantially a tube piece 20, with which it in the upper end of a Bracket insertable and attachable to this.
- the drop head 10 is provided with a head plate 22, which may also be referred to as a stop plate and on the one hand serves as a tolerance limit and on the other hand, the movement of the pivotable described below
- Panel row if only one of two jointly pivotable supports is occupied, is useful. Especially in this situation, those described in more detail below
- the dimensions and positional relationships are preferably selected such that the top plate 22 serves as a stop for the panel 30.
- the dead weight of the panel 30 causes (see Fig. 2) pivoting of the pivot plate 24 (according to the situation shown in Fig. 2 in the clockwise direction) is effected. Due to the arrangement of the pivot point of the pivot plate 24 above the same moves a pivoting of the pivot plate 24, the shuttering panel 30 in the direction of the drop head 10.
- Swing plate 24 is stopped.
- the formwork panel 30 can thus, as described in more detail below, first be held securely and then removed.
- Swivel plate 24 is formed so that at these supports in each case the corners of two opposite (not
- slab formwork panels can be placed. Between the two at the front, tilted drawn swivel plate 24 launched slab formwork panels located in the position of use, the lying on the support 18 cover strip.
- pivot plate 24 is another such pivot plate, so that two
- Head plate 22 can be arranged with system to each other. In many arranged in this way
- Ceiling formwork panels and cover strips can be one
- Deckenschalungspaneel is designated 30 and is still in the situation shown on the support 12.
- the support 12 has a substantially vertical pin 16 which extends upwardly and has an undercut 14 in the form of a (better visible in Fig. 3) projection.
- Undercut acts with an undercut 32 (see. Fig. 3) on the slab formwork panel 30 together such that the slab formwork panel 30 is secured in the position of use in an advantageous manner against lifting.
- the projection of the undercut 14 projects substantially into the space formed above the undercut 32.
- Deckenschalungspaneels 30 can be disengaged. This is advantageously possible because a pivot axis 34 (see Fig. 2) of the support 12 is located above it. As a result, if that
- Ceiling formwork element 30 below the same for stripping the slab formwork element and after performing the same process on the other side whose removal is down towards free.
- FIG. 5 shows a corner of a formwork element in the form of a slab formwork panel 110.
- the corner 112 thus forms an end in the sense of the preceding description.
- the shuttering panel 110 has beams or profiles, preferably
- a formwork panel is inserted, which forms the actual formwork skin together with numerous other such formwork panels.
- the shuttering panel on the described carrier which can form a frame and can be provided as the frame reinforcing cross member.
- the basic idea of the invention is two supports 114, 116
- both are largely sleeve-shaped, i. closed on at least three sides, and extend differently from that by the
- the formwork panel 110 is at two different levels on suitable other elements of a slab formwork system, such as columns or their heads can be placed.
- the higher support 114 is closer to the corner 112 than the lower support 116, which provides handling benefits.
- the supports Due to the sleeve-like shape of the two supports 114, 116, the supports can cooperate with suitable counter-elements, for example pins, and are thereby secured against displacement in all horizontal directions.
- the formwork panel 110 described above may correspond to the panel 30 described with reference to FIGS.
- the panel shown in FIG. 5 can have the undercut described with reference to FIGS. 2 to 4 on at least one corner and in at least one support.
- the horizontal fuse is similarly in the formwork element shown in Fig. 6 in the form of a
- Formwork support 120 of the case in which, however, a lower support 130 is openable and folded away.
- the lower 130 and the upper supports 132 are in turn provided with a vertically extending cavity, which in this case is bounded on at least three sides and provided with a rounded contour.
- a pin or pin of a counter element can enter a pin or pin of a counter element to secure the formwork support against lateral displacement.
- the lower support 130 is one below the
- FIG. 7 Ceiling formwork element.
- Fig. 7 is shown as the formwork beam 120 with
- the lower support 130 can be placed on a support head 140, which corresponds to the support head 10 of FIGS. 1 to 4.
- the formwork support 120 can be placed on a journal of the same such that the
- Top edge of the formwork support 120 is at a level with the top plate 142 of the support head 140.
- formwork panels can be placed on the carrier 120 and the top plate 142.
- the dimensions may be selected such that the upper edge of the formwork support 120 is located about the thickness of a formwork panel below the top plate 142, so that the shell formwork produced by both on the support 120 laid formwork panels and the
- Head plate 142 itself is formed.
- the formwork support 120 can be used as a so-called transition or edge support.
- a transitional carrier it forms the transition from a formwork system, the prefabricated formwork panels and largely strip-shaped small panels between each support heads 142 has, and a region, for example, by using a
- Wooden formwork system with wooden beams and individually
- cut formwork panels is maralt.
- Formwork system comprising prefabricated formwork elements.
- edges for example, towards walls, often individually tailored formwork panels or boards must be used, which can be placed in an advantageous manner on the formwork support 120 described, which then acts as edge support.
- Formwork beams 120 a grid of yoke and cross beams are formed.
- the yoke brackets 124 are thus at a lower level (compared to Fig. 7), and the cross beams 122 placed on the yoke brackets 124, as shown, then form the "right" level with respect to the top plate 142. This may be as above
- Shuttering panels on the top plate 142 and the cross member 122 can be placed in cooperation.
- the cross members 122 may be located about the thickness of a formwork panel below the top plate 142 so that the formwork panels placed on the crossmembers 122 form a unitary level with the top panels 142 and the formwork panel is formed entirely by these two elements in cooperation with one another ,
- Fig. 9 is exaggerated in a side view and in view of the curvature shown an advantageous carrier 210, which in the example shown in a
- Shuttering element is integrated, of which, however, only edge profiles 212 are shown. In the final state is above the profiles 212 and the carrier 210 a
- the carrier shown in FIG. 9 may in particular be one of possibly a plurality of such cross members, which are at least partially curved in the manner described, while this does not necessarily have to be provided for the edge carriers or profiles 212.
- apertures 214 are shown which are unevenly distributed throughout the length of the carrier.
- such apertures 214 are varied over the course of the carrier 220 in terms of their size according to an alternative measure, but which can be combined with the curvature shown in Fig. 9.
- the openings towards the center are smaller and are completely omitted in the illustrated embodiment in the central region, so that this particularly stressed area is much less weakened than the end regions.
- the strength can be ensured over the entire course of the carrier, weight being saved especially in the less loaded end regions.
- Alignment and distribution varies over the length of the carrier.
- the radius of curvature is greatest towards the end of the beam and smallest at the top, towards the inside of the beam.
- oval or elliptical and rectangular openings may be provided with rounded portions at their ends and, for example, be aligned substantially parallel to the inclined in this area lower edge of the carrier.
- Elliptical or oval openings and / or openings in any of the shapes described above may be substantially vertically aligned with the center of the carrier as shown, and may be substantially horizontally aligned further toward the center. In the middle of the carrier are also found circular openings.
- a particular distribution, shape and orientation change of the openings could be found that weight can be saved and at the same time the strength over the entire course of the wearer
- the measures on a carrier described above with reference to FIGS. 9 to 11 can be realized, for example, on the carriers shown in FIGS. 6 to 8, and / or carriers with one or more of these measures can be incorporated into a shuttering panel 30 of FIG. 2 to 4 or 110 of FIG. 5 are integrated.
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
Description
Claims
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP11192775.2A EP2458111A3 (de) | 2010-01-20 | 2011-01-19 | Deckenschalungselement und Deckenschalungssystem |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE201010001042 DE102010001042B4 (de) | 2010-01-20 | 2010-01-20 | Fallkopf für ein Deckenschalungssystem und Deckenschalungssystem |
PCT/EP2011/050663 WO2011089148A1 (de) | 2010-01-20 | 2011-01-19 | Fallkopf für ein deckenschalungssystem und deckenschalungssystem |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP11192775.2 Division-Into | 2012-01-19 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2443299A1 true EP2443299A1 (de) | 2012-04-25 |
EP2443299B1 EP2443299B1 (de) | 2013-11-13 |
Family
ID=43735919
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP11192775.2A Withdrawn EP2458111A3 (de) | 2010-01-20 | 2011-01-19 | Deckenschalungselement und Deckenschalungssystem |
EP11700659.3A Active EP2443299B1 (de) | 2010-01-20 | 2011-01-19 | Fallkopf für ein deckenschalungssystem und deckenschalungssystem |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP11192775.2A Withdrawn EP2458111A3 (de) | 2010-01-20 | 2011-01-19 | Deckenschalungselement und Deckenschalungssystem |
Country Status (3)
Country | Link |
---|---|
EP (2) | EP2458111A3 (de) |
DE (1) | DE102010001042B4 (de) |
WO (1) | WO2011089148A1 (de) |
Families Citing this family (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102011082841B4 (de) | 2011-09-16 | 2015-10-08 | Doka Industrie Gmbh | Fallkopf für ein Deckenschalungssystem und Verfahren zum Entfernen von Deckenschalungselementen |
ITPR20120022A1 (it) * | 2012-04-11 | 2013-10-12 | Tecnotelai Components S R L | Testa di sostegno per la realizzazione di una sovrastruttura |
DE102012206353A1 (de) | 2012-04-18 | 2013-10-24 | Doka Industrie Gmbh | Hebevorrichtung für Deckenschalungselemente sowie Verfahren |
ITPR20130047A1 (it) * | 2013-05-31 | 2014-12-01 | Tecnotelai Components S R L | Sistema e metodo per la realizzazione di una sovrastruttura |
DE102015223773A1 (de) * | 2015-11-30 | 2017-06-01 | Peri Gmbh | Stützenkopf, Deckenstütze und Deckenschalung mit einer solchen Deckenstütze |
US11225802B2 (en) | 2017-10-12 | 2022-01-18 | George CHARITOU | Prop head assembly |
IT201800003425A1 (it) * | 2018-03-12 | 2019-09-12 | Faresin Formwork S P A | "dispositivo perfezionato di supporto, del tipo a testa cadente, per travi di sostegno di casseforme per solai, attrezzatura comprendente tale dispositivo e trave di sostegno da associare al dispositivo" |
WO2020108935A1 (en) * | 2018-11-29 | 2020-06-04 | Peri Gmbh | Alphadeck - large area slab panel formwork system |
WO2022129395A1 (en) * | 2020-12-17 | 2022-06-23 | Faresin Formwork S.p.A. | Supporting head for providing formwork units for floor slabs, and beam and panel for use with the supporting head |
US11987999B2 (en) | 2021-07-14 | 2024-05-21 | Brand Shared Services Llc | Support head with quick release for formwork system |
EP4381151A2 (de) * | 2021-08-03 | 2024-06-12 | Peri Se | Gitterträgersystem für plattenschalung |
Family Cites Families (19)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB337111A (en) * | 1929-04-01 | 1930-10-30 | Henry William Roos | Improvements in apparatus for constructing concrete floors |
US1888738A (en) * | 1930-03-13 | 1932-11-22 | Henry W Roos | Adjustable shore |
US2386161A (en) * | 1943-05-24 | 1945-10-02 | Bryant & Son Ltd C | Temporary support for use in casting concrete floors and similar purposes |
DE1818217U (de) * | 1960-06-07 | 1960-09-15 | Wuppermann Gmbh Theodor | Kelch- oder aehnliches profil, insbesondere fuer schalungstraeger. |
US4470574A (en) * | 1978-12-11 | 1984-09-11 | Jackson George W | Support structure for building forms |
DE3046284A1 (de) * | 1980-12-09 | 1982-07-08 | Hünnebeck GmbH, 4030 Ratingen | Schalungssystem fuer deckenschalungen |
DE3316557C1 (de) * | 1983-03-03 | 1984-10-11 | NOE-Schaltechnik GmbH, 7334 Süssen | Deckenschalungssystem |
DE4009425A1 (de) * | 1990-03-23 | 1991-09-26 | Hollmann Niels | Betonierungs-schaltafel |
DE4211200C2 (de) * | 1992-04-03 | 2000-01-13 | Gerhard Dingler | Vorrichtung für eine Deckenschalung |
DE4211136C2 (de) * | 1992-04-03 | 1997-04-17 | Gerhard Dingler | Vorrichtung zur Deckenschalung |
DE4211299C2 (de) * | 1992-04-04 | 2000-01-20 | Dingler Gerhard | Profil - Hauptträger |
DE60138926D1 (de) * | 2001-04-03 | 2009-07-16 | Ulma C Y E S Coop | Decken- und dachschalungssystem |
ES2196951B1 (es) * | 2001-04-18 | 2004-10-16 | Ingenieria De Encofrados Y Servicios, S.L. | Encofrado recuperable. |
DE10135664B4 (de) * | 2001-07-21 | 2008-06-26 | Hünnebeck GmbH | Stütze für Deckenschalungen od. dgl. |
DE102004004883B4 (de) * | 2003-08-04 | 2021-10-14 | Friedrich Ischebeck Gmbh | Deckenschalungs-Paneel und System-Deckenschalung |
EP1617013A1 (de) * | 2004-07-13 | 2006-01-18 | CEDEMAT - Aluguer de Materiais de Construçao, Lda | Waagerechte Schalung |
ITPN20050085A1 (it) * | 2005-11-28 | 2007-05-29 | Ezio Sedran | Trave in plastica per la realizzazione di armamenti di strutture edili orizzontali. |
DE102006015348A1 (de) * | 2006-04-03 | 2007-10-04 | Peri Gmbh | Deckenschalungssystem |
DE102007026499B3 (de) * | 2007-06-05 | 2009-02-05 | Peri Gmbh | Trägerelement für eine Betonschalung mit Vorrichtung zur automatischen Kompensation von Biegeverformungen |
-
2010
- 2010-01-20 DE DE201010001042 patent/DE102010001042B4/de active Active
-
2011
- 2011-01-19 EP EP11192775.2A patent/EP2458111A3/de not_active Withdrawn
- 2011-01-19 WO PCT/EP2011/050663 patent/WO2011089148A1/de active Search and Examination
- 2011-01-19 EP EP11700659.3A patent/EP2443299B1/de active Active
Non-Patent Citations (1)
Title |
---|
See references of WO2011089148A1 * |
Also Published As
Publication number | Publication date |
---|---|
EP2458111A3 (de) | 2013-07-03 |
EP2443299B1 (de) | 2013-11-13 |
EP2458111A2 (de) | 2012-05-30 |
DE102010001042A1 (de) | 2011-07-21 |
DE102010001042B4 (de) | 2012-03-01 |
WO2011089148A1 (de) | 2011-07-28 |
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