EP3482020B1 - Élément de compensation - Google Patents

Élément de compensation Download PDF

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Publication number
EP3482020B1
EP3482020B1 EP17735508.8A EP17735508A EP3482020B1 EP 3482020 B1 EP3482020 B1 EP 3482020B1 EP 17735508 A EP17735508 A EP 17735508A EP 3482020 B1 EP3482020 B1 EP 3482020B1
Authority
EP
European Patent Office
Prior art keywords
formwork
frame
formwork element
leg
pillar
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.)
Active
Application number
EP17735508.8A
Other languages
German (de)
English (en)
Other versions
EP3482020C0 (fr
EP3482020A1 (fr
Inventor
Werner Schneider
Eugen BELMANN
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Peri SE
Original Assignee
Peri SE
Priority date (The priority date 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 date listed.)
Filing date
Publication date
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Publication of EP3482020A1 publication Critical patent/EP3482020A1/fr
Application granted granted Critical
Publication of EP3482020C0 publication Critical patent/EP3482020C0/fr
Publication of EP3482020B1 publication Critical patent/EP3482020B1/fr
Active legal-status Critical Current
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/38—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 for plane ceilings of concrete
    • 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
    • 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
    • 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
    • E04G11/483—Supporting heads
    • 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
    • E04G9/00—Forming or shuttering elements for general use
    • E04G9/02—Forming boards or similar elements

Definitions

  • the invention relates to a formwork element for closing a gap in a ceiling formwork with a plurality of standard formwork elements which have a closed frame, the formwork element having a frame for supporting a formwork skin in a formwork skin plane.
  • the invention also relates to ceiling formwork with such a formwork element and a method for erecting ceiling formwork.
  • the slab formwork is composed of several standard formwork elements. These standard formwork elements typically have an all-round closed frame parallel to the formlining plane. Due to their flexibility, standard formwork elements in the form of frame panel formwork elements are preferably used.
  • a disadvantage of the known standard formwork elements is that in the event of an obstacle in the ceiling formwork, for example in the form of a Column, makeshift structures must be used to switch the obstacle.
  • FR 3 003 285 describes a formwork shell that is used for pouring concrete slabs into a trapezoidal zone.
  • the shelf consists of a fixed part, an expandable part and two intermediate bars.
  • the fixed part consists of a spar, two side bars made of intermediate crossbeams and the closing plate.
  • the expandable section consists of an expandable spar and two crossbeams articulated at joints. These two articulated sleepers slide in the side cross members of the fixed part.
  • A1 Grate ceiling formwork arrangement for integrating a column which comprises a) a frame, the frame comprising a base cross member, two parallel legs which are rotatably mounted on the base cross member, the axis of rotation (D) of the legs running parallel to the base cross member and the legs being perpendicular extend to the base cross member, an auxiliary cross member which is aligned parallel to the base cross member, the auxiliary cross member being slidably mounted on the legs and being lockable in various displacement positions, and b) at least one auxiliary leg which can be fastened in different fastening positions on the base cross member and on the auxiliary cross member, wherein the at least one auxiliary leg is aligned parallel to the legs in these fastening positions and is arranged between the legs.
  • the object of the present invention is furthermore to provide ceiling formwork with such a formwork element and a method for erecting ceiling formwork with such a formwork element.
  • a formwork element with a frame for supporting a formwork skin, which can be mounted from below.
  • the formwork skin can be arranged in a formwork skin plane of the formwork element, in particular after the frame has been pivoted open.
  • the frame is designed to be open on at least one side parallel to this plane of the formlining.
  • the frame of the formwork element can be L-shaped, for example.
  • the formwork element according to the invention significantly increases the safety of a ceiling formwork since the frame of the formwork element can be mounted from below. If a worker enters the formwork surface of the slab formwork, he can no longer fall in the area around the obstacle.
  • the frame can easily be inserted into the slab formwork. This significantly simplifies the "shifting" of an obstacle.
  • a further advantage of the formwork element according to the invention consists in the uniform appearance of a structure made of in-situ concrete that has been created with the ceiling formwork. Because of the frame, the surface of the built structure has a continuous frame grid.
  • the frame can have two legs running parallel to one another up to ⁇ 5°.
  • the frame is preferably U-shaped, with two legs being connected by a bottom strut.
  • the first leg, the second leg and/or the bottom strut can each be designed in the form of a strut, in particular a strut with a profiled cross section, which extends in its longitudinal direction.
  • the U-shape of the frame makes it particularly easy to convert an obstacle in a slab formwork from below.
  • the formwork element For fastening the formwork element to two prop heads, the formwork element preferably has a) a first fastening recess and/or a first fastening projection and/or b) a second fastening recess and/or a second fastening projection.
  • the fastening means described are preferably each formed on the legs of the frame of the formwork element.
  • first connecting strut In order to stabilize the frame, according to the invention it has a first connecting strut and a second connecting strut.
  • the first connecting strut is arranged or formed in particular between a first leg, in particular the U-shape, and the bottom strut.
  • the second connecting strut is arranged or formed between the second leg, in particular the U-shape, and the bottom strut.
  • the connecting strut(s) enable/enable a significant stiffening of the frame without significantly restricting its scope for absorbing an obstacle.
  • the formwork element can have one or more cross braces between the legs, in particular the legs of the U-shape, in order to further stabilize the frame.
  • the cross brace(s) can be designed for additional support of the formwork skin.
  • the cross brace(s) continue to represent reliable fall protection.
  • the frame preferably has a step for receiving the formwork skin.
  • the step is preferably formed both on two legs and on the bottom strut of the U-shape. More preferably, the step is continuous from the end of the first leg opposite the bottom strut to the end of the second leg opposite the bottom strut.
  • a particularly stable formwork element is achieved when its frame is formed by a metal profile. More preferably, one crossbar or several crossbars, in particular all crossbars, are made of metal.
  • the handling of the formwork element, in particular overhead, is further facilitated if the metal profile is designed in the form of an aluminum profile.
  • the formwork element preferably has a formwork skin, the formwork skin being arranged on the frame.
  • the formlining is preferably arranged on the frame only after the frame has been pivoted open.
  • the object according to the invention is also achieved by a ceiling formwork with a previously described formwork element.
  • the slab formwork has several standard formwork elements, each with a closed frame and a formlining.
  • the frame of the standard formwork elements is preferably rectangular.
  • the formwork element according to the invention serves as a compensation element between the standard formwork elements.
  • the legs of the formwork element are half as long as the legs of at least one standard formwork element.
  • the legs of the formwork element can be of the same length as the legs of at least one standard formwork element.
  • the ceiling formwork can have several formwork elements according to the invention.
  • the ceiling formwork has at least one support with a support head on which the formwork element is placed.
  • the support head is preferably designed to support the frame of the formwork element in the area of the corner between a leg, in particular the U-shape, and the ground strut. More preferably, the support head is designed to support the frame exclusively in the area of one leg.
  • the object of the invention is further achieved by a method for erecting a ceiling formwork with several supports, leaving a gap between an obstacle and the supports, into which a standard formwork element cannot be properly inserted, a previously described first formwork element being inserted into the gap from below is arranged so that a worker on the slab formwork on the first formwork element cannot fall completely through the gap.
  • a method for erecting a ceiling formwork with several supports leaving a gap between an obstacle and the supports, into which a standard formwork element cannot be properly inserted, a previously described first formwork element being inserted into the gap from below is arranged so that a worker on the slab formwork on the first formwork element cannot fall completely through the gap.
  • safety is significantly increased by the method according to the invention.
  • a further method step or further method steps can be carried out before, after or between the aforementioned method steps.
  • one or more transverse strut(s) can be used within the framework of the first formwork element to be assembled.
  • one or more transverse strut(s) can be mounted within the framework of the second formwork element before method step E).
  • One or more crossbars can be mounted into the frame from below.
  • a formwork skin can be applied to the first formwork element and/or the second formwork element.
  • the method according to the invention makes it possible to erect ceiling formwork in a very simple manner, in particular by “enclosing” an obstacle with two formwork elements according to the invention.
  • FIG figure 1 shows a ceiling formwork 10.
  • the ceiling formwork 10 has a number of standard formwork elements 12a-12e , which are supported on a number of supports, of which FIG figure 1 for reasons of clarity, only a first support 14a is provided with a reference number.
  • the ceiling formwork 10 has a support head 16a on the support 14a at the upper end, on which the standard formwork elements 12a-12e can be supported, with the standard formwork element 12a being supported in the case of the support head 16a.
  • FIG. 1 How out figure 1 can be seen, the erection of the ceiling formwork 10 is hindered by an obstacle 18, here in the form of a column.
  • a formwork element 20a which is figure 1 is partially visible, according to the invention allows the tight enclosing or conversion of the obstacle 18 in a simple manner.
  • FIG 2 shows the first formwork element 20a on its own.
  • the first formwork element 20a has a frame 22 which is U-shaped.
  • the frame 22 is made from a metal profile, in particular in the form of an aluminum profile.
  • the frame 22 has a first leg 24, a second leg 26 and a bottom brace 28 between the two legs 24,26.
  • the first leg 24 is connected to the bottom strut 28 via a first connecting strut 30 .
  • the second leg 26 is connected to the bottom strut 28 via a second connecting strut 32 .
  • the frame 22 has a step 34 on which a formwork skin 36 can be arranged.
  • the formlining 36 is in figure 2 For the sake of clarity, only partially and schematically shown.
  • the formwork skin 36 is arranged in a formwork skin plane 38 .
  • the formlining is 36 in figure 7 not shown.
  • the frame 22 For hanging the first formwork element 20a in a support head (see, for example, figure 1 : support head 16a), the frame 22 has a fastening projection in the region of the end regions of the legs 24, 26 facing away from the bottom strut 28, from which in figure 2 for reasons of perspective, only a first fastening projection 40 is provided with a reference number.
  • figure 3 shows the ceiling formwork 10, wherein the first formwork element 20a, in contrast to the representation according to FIG figure 1 fully swung open from below.
  • the formwork element 20 is supported by a support head 16b which rests on a support 14b.
  • a second fastening projection 42 (cf. figure 2 : first fastening projection 40) is introduced in the support head 16b in such a way that the first formwork element 20a is perpendicular to the longitudinal axis of the support 14b, ie parallel to formlining level 38 (see figure 2 ), is no longer movable relative to the support head 16b.
  • figure 4 shows the hanging of a second formwork element 20b in the support head 16b.
  • the second formwork element 20b is designed identically to the first formwork element 20a. Both the first formwork element 20a and the second formwork element 20b can be assembled completely from below, as a result of which work safety when erecting the ceiling formwork 10 is significantly increased.
  • figure 5 shows the support of the second formwork element 20b by support heads 16c, 16d, which are arranged on supports 14c, 14d .
  • the formwork element 20b is placed under the U-shape in its two corner areas.
  • FIG 6 shows a first cross brace 44a for stiffening the formwork elements 20a, 20b (see figure 7 ).
  • the first cross brace 44a is preferably connected to the frame 22 (see FIG figure 2 ) reversibly detachably connectable. More preferably, the first cross brace 44a is connected to the frame 22 (see figure 2 ) screwable. As an alternative or in addition to this, the first cross brace 44a can be at least partially positively locked to the frame 22 by a guide (see Fig figure 2 ) being held.
  • figure 7 shows the ceiling formwork 10 with the formwork elements 20a, 20b, the formwork elements 20a, 20b having a plurality of transverse struts 44a-44d.
  • the cross braces 44a-44d continue to support the support of the formwork skin 36 (see figure 2 ), which can be placed directly on the longitudinal sides of the cross braces 44a-44d. If possible, the cross braces 44a-44d are installed before the formwork element 20b is installed.
  • the formwork element 20a, 20b has a frame 22 that is not completely closed, in particular U-shaped, on which a formwork skin 36 can be arranged or is arranged.
  • the frame 22 has at least a first leg 24, a second leg 26 and a bottom brace 28 therebetween.
  • the bottom brace 28 is preferably oriented at a right angle ⁇ 5° relative to the two legs 24,26.
  • the legs 24, 26 preferably have a fastening projection 40, 42 and/or a fastening recess on their end regions opposite the bottom strut 28.
  • the formwork element 20a, 20b can be suspended from below in a support head 16a-16d and pivoted up by a worker. It enables an obstacle 18 to be rebuilt in a simple manner while maintaining a grid-shaped imprint structure in the concrete surface to be created with the ceiling formwork 10 .

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  • 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)

Claims (14)

  1. Élément de coffrage (20a, 20b) destiné à fermer une lacune dans un coffrage de dalle (10) comportant plusieurs éléments de coffrage standard (12a-12e), qui présentent un cadre fermé, l'élément de coffrage (20a, 20b) présentant un cadre (22) destiné à soutenir une peau de coffrage (36) dans un plan de peau de coffrage (38), le cadre (22) de l'élément de coffrage (20a, 20b) n'étant pas fermé complètement au moins sur un côté, caractérisé en ce que l'élément de coffrage (20a, 20b)
    a) présente, sur un premier montant (24) du cadre (22), une première entretoise de liaison (30) avec une traverse inférieure (28) du cadre (22)
    et
    b) présente, sur un deuxième montant (26) du cadre (22), une deuxième entretoise de liaison (32) avec la traverse inférieure (28) du cadre (22) et
    les montants (24, 26) de l'élément de coffrage (20a, 20b) font la moitié de la longueur des montants d'au moins un élément de coffrage standard (12a-12e) ou les montants (24, 26) de l'élément de coffrage (20a, 20b) sont de la même longueur que les montants d'au moins un élément de coffrage standard (12a-12e).
  2. Élément de coffrage (20a, 20b) selon la revendication 1, caractérisé en ce que le cadre (22) est réalisé en forme de U parallèlement au plan de peau de coffrage (38).
  3. Élément de coffrage selon la revendication 1 ou 2, dans lequel l'élément de coffrage (20a, 20b)
    a) présente, sur un premier montant (24) du cadre (22), un premier évidement de fixation et/ou une première saillie de fixation (40) ;
    et/ou
    b) présente, sur un deuxième montant (26) du cadre (22), un deuxième évidement de fixation et/ou une deuxième saillie de fixation (42).
  4. Élément de coffrage selon l'une des revendications précédentes, dans lequel l'élément de coffrage (20a, 20b) présente une première entretoise (44a-44d) entre un premier montant (24) du cadre (22) et un deuxième montant (26) du cadre (22), les deux montants s'étendant parallèles l'un à l'autre jusqu'à ±5°.
  5. Élément de coffrage selon la revendication 4, dans lequel l'élément de coffrage (20a, 20b) présente plusieurs entretoises (44a-44d) entre le premier montant (24) du cadre (22) et le deuxième montant (26) du cadre (22).
  6. Élément de coffrage selon l'une des revendications précédentes, dans lequel le cadre (22) présente un gradin (34) pour recevoir la peau de coffrage (36).
  7. Élément de coffrage selon l'une des revendications précédentes, dans lequel le cadre (22) est formé par un profilé métallique.
  8. Élément de coffrage selon la revendication 7, dans lequel le profilé métallique est réalisé sous la forme d'un profilé d'aluminium.
  9. Élément de coffrage selon l'une des revendications précédentes, dans lequel l'élément de coffrage (20a, 20b) présente une peau de coffrage (36), qui est disposée sur le cadre (22).
  10. Coffrage de dalle (10) comportant un élément de coffrage (20a, 20b) selon l'une des revendications 1 à 9, dans lequel le coffrage de dalle (10) présente des éléments de coffrage standard (12a-12e) qui présentent respectivement un cadre fermé.
  11. Procédé d'installation d'un coffrage de dalle (10) avec plusieurs étais (14a-14d), dans lequel il reste, entre un obstacle (18) et les étais (14a-14d), une lacune dans laquelle un élément de coffrage standard (12a-12e) ne peut pas être inséré de manière ajustée, un premier élément de coffrage (20a, 20b) selon l'une des revendications 1 à 9 étant disposé dans la lacune par le bas, de telle sorte qu'un travailleur se trouvant sur le coffrage de dalle (10) sur le premier élément de coffrage (20a, 20b) ne peut pas tomber entièrement par la lacune.
  12. Procédé selon la revendication 11, destiné à l'installation d'un coffrage de dalle (10) selon la revendication 10, comportant les étapes de procédé consistant à :
    A) dresser un premier étai (14a-14d) avec une première tête d'étai (16a-16d) et un deuxième étai (14a-14d) avec une deuxième tête d'étai (16a-16d) ;
    B) poser le premier élément de coffrage (20a, 20b) dans la zone d'une traverse inférieure (28) du cadre (22) sur la première tête d'étai (16a-16d) et la deuxième tête d'étai (16a-16d) ;
    C) dresser un troisième étai (14a-14d) avec une troisième tête d'étai (16a-16d) et placer en dessous d'un premier montant (24) du cadre (22) ;
    D) dresser un quatrième étai (14a-14d) avec une quatrième tête d'étai (16a-16d) et placer en dessous d'un deuxième montant (26) du cadre (22).
  13. Procédé selon la revendication 12 comportant les autres étapes de procédé consistant à :
    E) poser un deuxième élément de coffrage (20a, 20b) selon l'une des revendications 1 à 9, un premier montant (24) du cadre (22) du deuxième élément de coffrage (20a, 20b) étant posé sur la quatrième tête d'étai (16a-16d) et un deuxième montant (26) du cadre (22) du deuxième élément de coffrage (20a, 20b) est posé sur la troisième tête d'étai (16a-16d) ;
    F) dresser un cinquième étai (14a-14d) avec une cinquième tête d'étai (16a-16d) et un sixième étai (14a-14d) avec une sixième tête d'étai (16a-16d), la cinquième tête d'étai (16a-16d) et la sixième tête d'étai (16a-16d) étant placées sous le deuxième élément de coffrage (20a, 20b) dans la zone d'une traverse inférieure (28) du cadre (22) du deuxième élément de coffrage (20a, 20b).
  14. Procédé selon la revendication 13 comportant l'autre étape de procédé consistant à :
    G) agencer une peau de coffrage (36) par le haut sur le premier élément de coffrage (20a, 20b) et/ou le deuxième élément de coffrage (20a, 20b).
EP17735508.8A 2016-07-06 2017-07-05 Élément de compensation Active EP3482020B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102016212282.7A DE102016212282A1 (de) 2016-07-06 2016-07-06 Ausgleichselement
PCT/EP2017/066710 WO2018007420A1 (fr) 2016-07-06 2017-07-05 Élément de compensation

Publications (3)

Publication Number Publication Date
EP3482020A1 EP3482020A1 (fr) 2019-05-15
EP3482020C0 EP3482020C0 (fr) 2023-08-30
EP3482020B1 true EP3482020B1 (fr) 2023-08-30

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP17735508.8A Active EP3482020B1 (fr) 2016-07-06 2017-07-05 Élément de compensation

Country Status (7)

Country Link
US (1) US11473320B2 (fr)
EP (1) EP3482020B1 (fr)
AU (1) AU2017291957B2 (fr)
CA (1) CA3030060A1 (fr)
DE (1) DE102016212282A1 (fr)
PL (1) PL3482020T3 (fr)
WO (1) WO2018007420A1 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3702550A1 (fr) 2019-02-27 2020-09-02 DOKA GmbH Cadre de coffrage, élément de coffrage, coffrage de plafond et procédé
DE102019107433A1 (de) * 2019-03-22 2020-09-24 Peri Gmbh Tragstruktur für ein Schalungspaneel
DE102019123880A1 (de) * 2019-09-05 2021-03-11 Peri Gmbh Textiles Schalungselement

Family Cites Families (41)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1477190A (en) * 1921-04-23 1923-12-11 American Concrete Steel Compan Scaffolding for centering and the like
US1471159A (en) * 1922-05-16 1923-10-16 Howie Thomas Joint member for screen frames and the like
US1942093A (en) * 1929-07-17 1934-01-02 William M Goldsmith Form for concrete floor construction
US1893636A (en) * 1931-04-11 1933-01-10 Ridgway Herbert Metallic house framing
US2049925A (en) * 1933-10-28 1936-08-04 Rafter Machine Company Metal frame for constructing building boards
US2101349A (en) * 1934-04-07 1937-12-07 Commw Trust Company Joining lengths of metal
US2029434A (en) * 1934-11-17 1936-02-04 Mitchell John Kearsley Table construction
US2170564A (en) * 1937-04-16 1939-08-22 Lundin John Form apparatus for concrete construction
US2291726A (en) * 1940-03-07 1942-08-04 Harry A Kaufmann Combination sash construction
US2675895A (en) * 1951-12-15 1954-04-20 Loewenstein Jacob Framework for multistory structures
US2703159A (en) * 1953-02-05 1955-03-01 Vincent Van Fleet Window sash
US2767814A (en) * 1953-06-15 1956-10-23 Fenestra Inc Clip for storm window insulating strip
US2816632A (en) * 1955-12-16 1957-12-17 Western Engineering Trust Auxiliary windows
US3397858A (en) * 1966-04-04 1968-08-20 Symons Mfg Co Concrete slab form panel-supporting bracket
US3479070A (en) * 1967-05-22 1969-11-18 Jack M Marateck Structure formed of joined panels
GB1386966A (en) * 1971-04-28 1975-03-12 Kwikform Ltd Supporting structure for shuttering
US4698863A (en) * 1984-05-31 1987-10-13 Mis Frank J Combined bed frame and bed spring assembly
US5331786A (en) * 1992-03-24 1994-07-26 Lippert Stephen L Knockdown earthquake brace for residential garage front wall
ES2148096B1 (es) * 1998-09-30 2001-04-16 Lopez Ruiz Clemente Sistema de encofrado recuperable.
BR0111650B1 (pt) * 2001-04-03 2010-09-21 sistema de estrutura de forma de laje.
US6871454B2 (en) * 2001-07-12 2005-03-29 Jerry F. Coday, Sr. Post shoring and decking system
BRPI0520046A2 (pt) * 2005-02-23 2009-12-01 Ulma C Y E S Coop sistema de estrutura de forma perimetral e processo de montagem e de desmontagem para um sistema de estrutura de forma perimetral
KR101139853B1 (ko) * 2005-07-04 2012-05-02 페리 게엠베하 슬라브 거푸집 시스템
CN101473363B (zh) * 2006-05-04 2011-09-28 M.T广告贸易实业有限公司 一体化框架的制造
US7707795B2 (en) * 2006-11-09 2010-05-04 Haworth, Inc. Wall panel with gusseted open frame
DE102007021159B4 (de) * 2007-05-05 2009-01-08 Peri Gmbh Rostdeckenschalung zur Einbindung einer Säule
EP2225111A4 (fr) * 2007-11-13 2012-11-21 Artex Picture Frames Ltd Système d'extension de toile à brides de fixation d'angle
KR200442878Y1 (ko) * 2008-02-29 2008-12-17 서보산업 주식회사 재활용이 가능한 거푸집
KR20110096205A (ko) * 2010-02-22 2011-08-30 조승현 패널 교체형 유로폼
KR20120095219A (ko) * 2011-02-18 2012-08-28 이상호 거푸집 재활용 방법
CN102587647B (zh) * 2012-03-19 2014-12-31 山东普瑞玛模板有限公司 一种用于浇筑含梁、板和柱结构建筑物的早拆模板体系
CN202731285U (zh) 2012-07-30 2013-02-13 中建五局上海建设有限公司 一种降板支模结构
FR3003285A1 (fr) * 2013-03-12 2014-09-19 Nord Coffrage Plateau de cofrage de forme modifiable
CN204059954U (zh) * 2014-08-27 2014-12-31 广东浩和绿色建筑研究有限公司 一种建筑模板顶撑结构
US10465396B2 (en) * 2015-10-06 2019-11-05 Paul Kristen, Inc. Platform with a track for attaching decking
DE102015223773A1 (de) * 2015-11-30 2017-06-01 Peri Gmbh Stützenkopf, Deckenstütze und Deckenschalung mit einer solchen Deckenstütze
DE102015223762A1 (de) * 2015-11-30 2017-06-01 Peri Gmbh Schalungsteil und Deckenschalung mit einem solchen Schalungsteil
EP3202998B1 (fr) * 2016-02-02 2018-05-09 ULMA C y E, S. Coop Coffrage horizontal
DE102016205957A1 (de) * 2016-04-08 2017-10-12 Peri Gmbh Seitenschutz, Deckenschalungssystem mit zumindest einem derartigen Seitenschutz und Verfahren zum Errichten eines solchen Seitenschutzes
EP3702550A1 (fr) * 2019-02-27 2020-09-02 DOKA GmbH Cadre de coffrage, élément de coffrage, coffrage de plafond et procédé
AU2020396289A1 (en) * 2019-12-07 2022-06-16 Peri Se Filler beam assembly

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DE102016212282A1 (de) 2018-01-11
EP3482020C0 (fr) 2023-08-30
CA3030060A1 (fr) 2018-01-11
AU2017291957A1 (en) 2019-01-31
WO2018007420A1 (fr) 2018-01-11
US20190161982A1 (en) 2019-05-30
AU2017291957B2 (en) 2022-09-29
US11473320B2 (en) 2022-10-18
PL3482020T3 (pl) 2024-02-19
EP3482020A1 (fr) 2019-05-15

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