WO2018007420A1 - Ausgleichselement - Google Patents
Ausgleichselement Download PDFInfo
- Publication number
- WO2018007420A1 WO2018007420A1 PCT/EP2017/066710 EP2017066710W WO2018007420A1 WO 2018007420 A1 WO2018007420 A1 WO 2018007420A1 EP 2017066710 W EP2017066710 W EP 2017066710W WO 2018007420 A1 WO2018007420 A1 WO 2018007420A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- formwork
- frame
- leg
- support
- head
- 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.)
- Ceased
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
- E04G11/36—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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
-
- 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
Definitions
- the invention relates to a formwork element for closing a gap in a slab formwork with a plurality of standard formwork elements, which have a closed frame, wherein the formwork element has a frame for supporting a shark skin in a Schalhautebene.
- the invention further relates to a slab formwork with such
- Formwork element and a method for building a slab formwork.
- the Deckenschaiung is composed of several standard formwork elements. These standard formwork elements typically have a completely enclosed frame parallel to the formwork level. Due to their flexibility, it is preferable to use standard formwork elements in the form of
- a disadvantage of the known standard formwork elements is that in the case of an obstacle in the slab formwork, for example in the form of a Pillar, makeshift structures have to be used to cover the obstacle,
- Object of the present invention is therefore to develop a generic standard formwork element such that a Umschalen an obstacle is significantly facilitated.
- Task of the present invention is therefore to develop a generic standard formwork element such that a Umschalen an obstacle is significantly facilitated.
- the object of the invention is achieved by a formwork element with the features of claim i and by a slab formwork with the features of claim 11 and a method according to the
- the object of the invention is thus achieved by a formwork element with a frame for supporting a shark skin, which can be mounted from below.
- the formwork is, especially after the
- Pivoting the frame can be arranged in a Schalhautebene the scarf element.
- the frame is formed parallel to this Schalhautebene open at least on one side.
- the frame of the formwork element may be formed, for example, L-shaped.
- the formwork element according to the invention significantly increases this
- the frame can be two up to ⁇ 5 ° parallel to each other
- the frame is U-shaped, wherein two legs are connected by a bottom strut.
- the first leg, the second leg and / or the bottom brace may each in the form of a strut, in particular one in cross-section
- profiled strut be formed, which extends in its longitudinal direction.
- the U-shape of the frame allows a particularly simple conversion of an obstacle in a slab formwork from below.
- the formwork element For fastening the formwork element to two support 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 legs of the frame of the formwork element.
- this may have a first connecting strut and / or a second connecting strut.
- Connecting strut can be arranged or formed in particular between a first leg, in particular the U-shape, and the bottom strut.
- the second connecting strut can between the second leg, in particular the U-shape, and the bottom strut be arranged or formed.
- the connecting strut (s) permit significant reinforcement of the frame, without its clearance for receiving an obstacle
- the Schaielement may have one or more cross braces between the legs, in particular the legs of the U-shape, to further stabilize the frame.
- the legs in particular the legs of the U-shape, to further stabilize the frame.
- Cross strut / s be designed for additional support of the formwork skin.
- the cross strut (s) continue to provide a reliable
- the frame preferably has a step for receiving the formwork on.
- the step is preferably formed on both legs and on the bottom bar of the U-shape. More preferably, the step is continuously formed by the, the bottom strut opposite end of the first leg to the, the bottom strut opposite end of the second leg.
- a particularly stable formwork element is achieved when the frame is formed by a metal profile. Further preferred is / are a
- the shell element has a formwork skin, wherein the formwork skin is arranged on the frame.
- the formwork skin is preferably arranged on the frame only after pivoting of the frame.
- the object of the invention is further achieved by a
- Slab formwork has several standard formwork elements, each with a closed frame and a formwork skin.
- Standard formwork elements is preferably rectangular
- the formwork element according to the invention serves in this case as Ausgieichselement between the standard formwork elements.
- the legs of the Schaielements may be longer or shorter than the corresponding tavern! the standard Schaimaschine.
- 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 may be the same length as the legs of at least one
- the slab formwork may moreover comprise several formwork elements according to the invention.
- the Deckenschaiung has at least one support with a support head on which the formwork element is placed.
- the column head is preferably designed to the frame of the Schaielements in
- the support head is adapted to support the frame exclusively in the region of a leg.
- the object according to the invention is furthermore achieved by a method for erecting a slab formwork with a plurality of supports, wherein a gap remains between an obstacle and the supports into which a standard formwork element can not be suitably inserted, a first shell element being arranged in the gap from below so that a worker on the slab formwork on the first formwork element can not completely fall through the gap.
- the object according to the invention is furthermore achieved by a method for erecting such a slab formwork, the method having the following method steps:
- the process according to the invention preferably also comprises the following process steps:
- one or more transverse struts may be mounted within the scope of the first formwork element before or after process step A).
- one or more cross struts may be provided in the context of the second formwork element prior to process step E) to be assembled.
- One or more crossbars can be mounted in the frame from below.
- a formwork skin can be applied to the first formwork element and / or the second formwork element.
- the inventive method allows the establishment of a
- Ceiling formwork in a very simple manner, in particular by an obstacle "enclosed” by two inventive scarf elements.
- Figure 1 is a perspective view of a slab formwork
- Figure 2 is a perspective view of the shell element of Figure 1;
- Figure 3 is a perspective view of the slab according to
- Figure 4 is a perspective view of the slab formwork according to
- Figure 5 is a perspective view of the slab according to
- Figure 6 is a perspective view of a crossbar
- Figure 7 is a perspective view of the Deckenschaiung according to
- FIG. 5 with a plurality of inserted transverse struts according to FIG.
- FIG. 1 shows a slab formwork 10.
- the slab formwork 10 has a plurality of standard formwork elements 12a-12e, which are supported on a plurality of supports, of which in Figure 1 for reasons of clarity, only a first support 14a is provided with a reference numeral. More specifically, the slab formwork 10 on the support 14a
- the erection of the slab formwork 10 is hindered by an obstacle 18, here in the form of a column.
- Formwork element 20a which is partially visible in Figure 1, allowed
- Obstacle 18 in a simple manner.
- FIG. 2 shows the first formwork element 20a in isolation.
- the first shell element 20a has a frame 22 which is U-shaped.
- the frame 22 is formed of a metal profile, in particular in the form of an aluminum profile.
- the frame 22 has a first one
- the first leg 24 is connected via a first connecting strut 30 with the bottom strut 28.
- the second leg 26 is connected via a second connecting strut 32 with the bottom strut 28.
- the frame 22 has a step 34, on which a formwork skin 36th
- the formwork skin 36 is shown only partially and schematically in FIG. 2 for reasons of clarity.
- the formwork skin 36 is arranged in a Schalhautebene 38.
- the formwork skin 36 is not shown in FIG.
- the frame 22 in the region of the bottom strut 28 facing away from end portions of the legs 24, 26 each have a fastening projection, from those in Figure 2
- a first fastening projection 40 is provided with a reference numeral.
- FIG. 3 shows the slab formwork 10, wherein the first formwork element 20a has been completely swung open from below, in contrast to the illustration according to FIG.
- the supporting of the formwork element 20 is effected by a support head 16b, which rests on a support 14b.
- a second fastening projection 42 (cf. FIG. 2: first fastening projection 40) is introduced in the column head 16b such that the first
- Formwork element 20a perpendicular to the longitudinal axis of the support 14b, d. H. parallel to Schalhautebene 38 (see Figure 2), not more relative to
- FIG. 4 shows the attachment of a second formwork element 20b into the support head 16b.
- the second shell element 20b is identical to the first shell element 20a.
- Both the first formwork element 20a and the second formwork element 20b are completely mountable from below, as a result of which occupational safety during the erection of the ceiling formwork 10 is significantly increased.
- FIG. 5 shows the support of the second formwork element 20b
- FIG. 6 shows a first transverse strut 44a for stiffening the
- the first transverse strut 44a is preferably reversibly detachably connectable to the frame 22 (see FIG. 2). More preferably, the first transverse strut 44a with the
- first transverse strut 44a can be held on the frame 22 (see FIG. 2) at least partially in a form-fitting manner by a guide,
- FIG. 7 shows the slab formwork 10 with the formwork elements 20a, 20b, wherein the formwork elements 20a, 20b have a plurality of cross struts 44a-44d
- the transverse struts 44a-44d further support the support of the formwork skin 36 (see FIG. 2), which can be deposited directly on longitudinal sides of the transverse struts 44a-44d.
- the transverse struts 44a-44d are mounted as far as possible before the mounting of the Schaielements 20b.
- the formwork element 20a, 20b has a not fully enclosed, in particular U-shaped, frame 22, to which a formwork skin 36 can be arranged or is arranged.
- the frame 22 preferably has at least a first leg 24, a second leg 26 and a bottom brace 28 therebetween.
- the bottom brace 28 is preferably aligned at a right angle ⁇ 5 ° relative to the two legs 24, 26.
- the legs 24, 26 preferably have at their bottom of the strut 28 opposite
- End regions each have a fastening projection 40, 42 and / or a fastening recess.
- the Schaielement 20a, 20b is suspended by a worker from below in a support head 16a ⁇ 16d and swung up. It allows the conversion of an obstacle 18 in a simple manner while maintaining a grid-shaped
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 (5)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| EP17735508.8A EP3482020B1 (de) | 2016-07-06 | 2017-07-05 | Ausgleichselement |
| PL17735508.8T PL3482020T3 (pl) | 2016-07-06 | 2017-07-05 | Element wyrównujący |
| CA3030060A CA3030060A1 (en) | 2016-07-06 | 2017-07-05 | Compensating element |
| US16/316,030 US11473320B2 (en) | 2016-07-06 | 2017-07-05 | Compensating ceiling formwork element for building around an obstacle |
| AU2017291957A AU2017291957B2 (en) | 2016-07-06 | 2017-07-05 | Compensating element |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE102016212282.7 | 2016-07-06 | ||
| DE102016212282.7A DE102016212282A1 (de) | 2016-07-06 | 2016-07-06 | Ausgleichselement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2018007420A1 true WO2018007420A1 (de) | 2018-01-11 |
Family
ID=59285214
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/EP2017/066710 Ceased WO2018007420A1 (de) | 2016-07-06 | 2017-07-05 | Ausgleichselement |
Country Status (7)
| Country | Link |
|---|---|
| US (1) | US11473320B2 (de) |
| EP (1) | EP3482020B1 (de) |
| AU (1) | AU2017291957B2 (de) |
| CA (1) | CA3030060A1 (de) |
| DE (1) | DE102016212282A1 (de) |
| PL (1) | PL3482020T3 (de) |
| WO (1) | WO2018007420A1 (de) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP3702550A1 (de) | 2019-02-27 | 2020-09-02 | DOKA GmbH | Schalungsrahmen, schalungselement, deckenschalung und verfahren |
| DE102019123880A1 (de) * | 2019-09-05 | 2021-03-11 | Peri Gmbh | Textiles Schalungselement |
| US11519187B2 (en) * | 2019-03-22 | 2022-12-06 | Peri Ag | Frame structure for a formwork panel |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102007021159A1 (de) * | 2007-05-05 | 2008-11-06 | Peri Gmbh | Rostdeckenschalung zur Einbindung einer Säule |
| 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 |
Family Cites Families (37)
| 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. |
| DE60138227D1 (de) * | 2001-04-03 | 2009-05-14 | Ulma C Y E S Coop | Schalungssystem für platten |
| US6871454B2 (en) * | 2001-07-12 | 2005-03-29 | Jerry F. Coday, Sr. | Post shoring and decking system |
| WO2006089975A2 (es) * | 2005-02-23 | 2006-08-31 | Ulma C Y E, S. Coop. | Sistema de encofrado perimetral de losas |
| JP5033797B2 (ja) * | 2005-07-04 | 2012-09-26 | ペリ ゲゼルシャフト ミット ベシュレンクテル ハフツング | スラブ型枠システム |
| ES2400194T3 (es) * | 2006-05-04 | 2013-04-08 | M. T Reklam Ve Pazarlama Sanayi Ticaret Limited Si | Marco producido como un cuerpo de una sola pieza |
| US7707795B2 (en) * | 2006-11-09 | 2010-05-04 | Haworth, Inc. | Wall panel with gusseted open frame |
| WO2009062282A1 (en) * | 2007-11-13 | 2009-05-22 | Artex Picture Frames Ltd. | Canvas stretching system with corner clamps |
| 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 |
| 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 |
| PL3202998T3 (pl) * | 2016-02-02 | 2018-10-31 | Ulma C Y E, S. Coop | Poziomy szalunek |
| 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 (de) * | 2019-02-27 | 2020-09-02 | DOKA GmbH | Schalungsrahmen, schalungselement, deckenschalung und verfahren |
| US11773607B2 (en) * | 2019-12-07 | 2023-10-03 | Peri Se | Filler beam assembly |
-
2016
- 2016-07-06 DE DE102016212282.7A patent/DE102016212282A1/de active Pending
-
2017
- 2017-07-05 EP EP17735508.8A patent/EP3482020B1/de active Active
- 2017-07-05 CA CA3030060A patent/CA3030060A1/en active Pending
- 2017-07-05 PL PL17735508.8T patent/PL3482020T3/pl unknown
- 2017-07-05 US US16/316,030 patent/US11473320B2/en active Active
- 2017-07-05 WO PCT/EP2017/066710 patent/WO2018007420A1/de not_active Ceased
- 2017-07-05 AU AU2017291957A patent/AU2017291957B2/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102007021159A1 (de) * | 2007-05-05 | 2008-11-06 | Peri Gmbh | Rostdeckenschalung zur Einbindung einer Säule |
| 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 |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP3702550A1 (de) | 2019-02-27 | 2020-09-02 | DOKA GmbH | Schalungsrahmen, schalungselement, deckenschalung und verfahren |
| WO2020173972A1 (de) | 2019-02-27 | 2020-09-03 | Doka Gmbh | Schalungsrahmen, schalungselement, deckenschalung und verfahren |
| US11946265B2 (en) | 2019-02-27 | 2024-04-02 | Doka Gmbh | Formwork frame, formwork element, ceiling formwork and method |
| US12221795B2 (en) | 2019-02-27 | 2025-02-11 | Doka Gmbh | Formwork frame, formwork element, ceiling formwork and method |
| US11519187B2 (en) * | 2019-03-22 | 2022-12-06 | Peri Ag | Frame structure for a formwork panel |
| DE102019123880A1 (de) * | 2019-09-05 | 2021-03-11 | Peri Gmbh | Textiles Schalungselement |
Also Published As
| Publication number | Publication date |
|---|---|
| AU2017291957B2 (en) | 2022-09-29 |
| PL3482020T3 (pl) | 2024-02-19 |
| AU2017291957A1 (en) | 2019-01-31 |
| US11473320B2 (en) | 2022-10-18 |
| EP3482020C0 (de) | 2023-08-30 |
| CA3030060A1 (en) | 2018-01-11 |
| US20190161982A1 (en) | 2019-05-30 |
| DE102016212282A1 (de) | 2018-01-11 |
| EP3482020A1 (de) | 2019-05-15 |
| EP3482020B1 (de) | 2023-08-30 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| EP3440285B1 (de) | Deckenschalsystem und verfahren zum errichten eines solchen deckenschalsystem | |
| DE102010001042B4 (de) | Fallkopf für ein Deckenschalungssystem und Deckenschalungssystem | |
| DE202020104198U1 (de) | Baugerüst | |
| WO2017162423A1 (de) | Deckentisch und deckenschalung mit einem solchen deckentisch | |
| WO2002103136A2 (de) | Zerlegbares gerüst | |
| DE202011104387U1 (de) | Schutzwand aus einzelnen Schutzwandelementen zur Sicherung von Verkehrswegen | |
| DE102015223762A1 (de) | Schalungsteil und Deckenschalung mit einem solchen Schalungsteil | |
| EP2798133B1 (de) | Paneel für eine system-deckenschalung und system-deckenschalung | |
| EP4538481A1 (de) | Vorrichtung zur anbringung von absturzsicherungen an baugerüsten | |
| EP3482020A1 (de) | Ausgleichselement | |
| DE102007021159B4 (de) | Rostdeckenschalung zur Einbindung einer Säule | |
| DE102011014614B4 (de) | Baugerüst sowie Verfahren zur Erstellung eines Baugerüstes | |
| WO2023057607A1 (de) | Vorrichtung zum aufbau einer aussenecke einer deckenschalung, deckenschalung, horizontalträger, stützkopf, höhenausgleichselement und abspannadapter und verfahren zum aufbau einer aussenecke einer deckenschalung | |
| DE19549109C1 (de) | Vorrichtung zur Befestigung von Zubehörteilen an "stehenden" und "liegenden" Rahmenschalungen | |
| DE102015118661B4 (de) | Mobile Schallschutzvorrichtung und Schallschutzelement | |
| EP1134331A2 (de) | Bauelementsatz für ein Gerüst | |
| DE10325728B4 (de) | Anordnung von Schutznetzen an Gebäuden | |
| DE2615673A1 (de) | Geruest | |
| AT412359B (de) | Schalung | |
| DE102022114668B4 (de) | Bewehrungsvorrichtung | |
| DE102012220751A1 (de) | Verfahren für die Herstellung von Hochhausdecken nebst Schaltafel | |
| EP2719847A2 (de) | Konsole für ein Fassadengerüst mit einer verschiebbar gelagerten Teilkonsole | |
| DE202021102273U1 (de) | Anbaueinrichtung für den Rahmen eines Baugerüsts | |
| DE20217035U1 (de) | Balkonanlage für ein mehrgeschossiges Gebäude | |
| DE29618832U1 (de) | Vorrichtung zum Zusammenhalten und Transportieren von Gerüstbohlen |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 121 | Ep: the epo has been informed by wipo that ep was designated in this application |
Ref document number: 17735508 Country of ref document: EP Kind code of ref document: A1 |
|
| ENP | Entry into the national phase |
Ref document number: 3030060 Country of ref document: CA |
|
| NENP | Non-entry into the national phase |
Ref country code: DE |
|
| ENP | Entry into the national phase |
Ref document number: 2017291957 Country of ref document: AU Date of ref document: 20170705 Kind code of ref document: A |
|
| ENP | Entry into the national phase |
Ref document number: 2017735508 Country of ref document: EP Effective date: 20190206 |