EP0064183B1 - Kletterschalung - Google Patents

Kletterschalung Download PDF

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Publication number
EP0064183B1
EP0064183B1 EP82103127A EP82103127A EP0064183B1 EP 0064183 B1 EP0064183 B1 EP 0064183B1 EP 82103127 A EP82103127 A EP 82103127A EP 82103127 A EP82103127 A EP 82103127A EP 0064183 B1 EP0064183 B1 EP 0064183B1
Authority
EP
European Patent Office
Prior art keywords
climbing
rail
working platform
platform
girders
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.)
Expired
Application number
EP82103127A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0064183A2 (de
EP0064183A3 (en
Inventor
Josef Maier
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.)
Individual
Original Assignee
Individual
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
Application filed by Individual filed Critical Individual
Priority to AT82103127T priority Critical patent/ATE22144T1/de
Publication of EP0064183A2 publication Critical patent/EP0064183A2/de
Publication of EP0064183A3 publication Critical patent/EP0064183A3/de
Application granted granted Critical
Publication of EP0064183B1 publication Critical patent/EP0064183B1/de
Expired 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
    • E04G11/06—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
    • E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
    • E04G11/28—Climbing forms, i.e. forms which are not in contact with the poured concrete during lifting from layer to layer and which are anchored in the hardened concrete

Definitions

  • the invention relates to climbing formwork, with a formwork element that can be moved away from the formwork surface by at least one walkable space, at least one working platform and a support designed as a climbing frame for this working platform, the climbing frame being essentially horizontal, at right angles to the formwork surface, and in particular holding it Supports or the like. Which can be anchored to the already concreted wall.
  • Climbing formwork of this type is known from DE-A-22 17 584 and DE-B-2445383. It is provided for cleaning the formwork elements after a concreting process that they are slidably guided on the supports of the climbing frame and the work platform and can be moved so far from the concrete wall that the aforementioned walk-in space between the formwork skin and the wall is created.
  • the girders of the climbing scaffold thus have a double function, on the one hand they serve to stiffen the climbing formwork and the work platform and on the other hand they guide the sliding formwork elements.
  • the invention has for its object to provide a climbing formwork of the type mentioned, stage in the breakthroughs in Arbe i ts can be largely avoided and without special precautions, an arrangement for curved, in particular convex curved walls, eg. B. for round containers, with radially arranged, ie outwardly spaced carriers is possible.
  • the solution to this problem consists essentially in that the working platform mounted on the supports, in addition to the supports and independently of this, has at least one rail leading away from the surface to be concreted or concreted, on which the movable formwork element is guided. It is particularly advantageous if at least two parallel rails are provided and the rails are preferably arranged closer to one another than the carriers.
  • the formwork element has a chassis with rollers that fit on the rail and / or the surface of the work platform. It is advantageous if an additional roller of the chassis engages under an undercut of the rail as an anti-lift device.
  • the rail has an angled cross-sectional profile, for example is formed by a U-profile arranged vertically with its U-transverse web, a T-profile or an angular profile, in particular the upper horizontally standing profile leg then by the Security role can be undercut.
  • the top of the rail can be arranged approximately at the same height as the surface or above the surface of the work platform. If the rail is embedded, a slightly lower upper side of the rail is also conceivable.
  • the guide rails can be arranged between the planks, plates or the like which form the surface of the working platform and at the same time can be supported by their supports or the like, these plates or the like preferably being brought up directly to the respective rail. In this way, breakthroughs in the area of the guide rails are reliably avoided.
  • Another solution can be that the rails are arranged on the work platform. This means they can also be retrofitted.
  • An embodiment of the invention which is also to be regarded as one of its advantages, can consist in that the end positions of the formwork element can be fixed by bolts or the like penetrating the rail.
  • a fixation would be unfavorable because the carrier would be weakened by the necessary breakthroughs and, moreover, the fixation point itself would have a large distance from the actual load point, which the would require appropriate stiffeners.
  • these rails can be closer to one another than is necessary for the girders, which leads to better balancing of the formwork elements and their chassis.
  • These can then, regardless of the best possible arrangement of the beams, in turn attack the most favorable locations of the formwork elements in such a way that, for example, a lateral protrusion of the formwork elements compared to the chassis provides them with a weight balance and does not tend to deflection between the otherwise quite widely spaced chassis .
  • identical hanging shoes can be used to connect the climbing formwork to its anchors on both round and straight walls.
  • a climbing formwork designated as a whole has a formwork element 4 (see FIG. 1) which can be displaced away from the formwork surface 2 by an accessible space 3 (see FIG. 1), a work platform 5 located on its lower edge and a support 6 designed as a climbing frame for this work platform 5 .
  • To the support 6 or to support the work platform 5 include essentially horizontal, each at right angles to the formwork surface 2 beams 7.
  • the climbing formwork 1 or its climbing frame are in the use position on the already concrete wall 8 with the help of this penetrating and her tensioned anchors 9 attached. If another higher wall section is concreted, the entire climbing formwork 1 can in turn be anchored correspondingly higher in the same way.
  • the formwork skin 10 After the concreting process, the formwork skin 10 must generally be cleaned and coated with a release agent. This no longer has to be done in that the entire climbing formwork 1 is brought to the ground with the aid of a crane, but it suffices to move the formwork element 4 in the manner shown in FIG. 1 by the space 3 away from the concrete wall 8 , after which there is enough space to be able to carry out the work mentioned on the work platform 5.
  • the crane is then only required to bring the climbing formwork 1 into the above-mentioned higher position.
  • the invention explained below can also be used for self-climbing climbing formwork.
  • the work platform 5 held by the supports 7 each has two additional rails 11 leading away from the concrete surface or wall 8, on which the movable formwork element 5 is guided in a manner to be explained.
  • two parallel rails 11 of this type are provided, which can be arranged closer to one another than the carriers 7, at least in regions.
  • the formwork element 4 can have a chassis 12 indicated in FIG. 1 with rollers that fit on the rails 11.
  • an additional roller (not shown) of the chassis can engage under an undercut 11 a of the rail 11.
  • the rail 11 has a T cross-sectional profile, but it could also be formed by a U-profile with a vertical U-cross bar or by an angle profile. It is important that the upper, horizontally standing profile leg 11b can be gripped by the securing roller.
  • the top of the rail could be arranged somewhat below or at the same height as the surface 13 or — as in the exemplary embodiment — above the surface 13 of the work platform 5.
  • the guide rails 11 are arranged between the planks 14 forming the surface 13 of the working platform 5 and on their support planks 15, these planks 14 being brought up directly to the respective rail 11. It would of course also be conceivable to mount the rails 11 directly on the work platform covering 13.
  • an additional tab 16 can be seen, which can be penetrated by a bolt or the like, not shown, below the top of the rail 11, so that the two end positions of the formwork element can be fixed with such a bolt when the rail is in the appropriate places has similar breakthroughs for this bolt.
  • FIG. 2 The advantage of the invention can be seen from FIG. 2, according to which breakthroughs through which dangerous objects can fall off the work platform 5 are avoided.
  • FIG. 3 Another very important advantage results from Fig. 3, namely that the beams 7 can run radially to a curved formwork surface 2, so that their distance to the outside increases more and more, but the guided displacement of the formwork elements 4 remains possible.
  • the guide rails 11 specially provided according to the invention are in turn arranged parallel to one another, so that the movement he mentioned is possible in spite of the inclined support 7.

Landscapes

  • Architecture (AREA)
  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Heterocyclic Compounds That Contain Two Or More Ring Oxygen Atoms (AREA)
  • Developing Agents For Electrophotography (AREA)
  • Photoreceptors In Electrophotography (AREA)
  • Lubrication Of Internal Combustion Engines (AREA)
  • Control Of The Air-Fuel Ratio Of Carburetors (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Polyesters Or Polycarbonates (AREA)
  • Polyoxymethylene Polymers And Polymers With Carbon-To-Carbon Bonds (AREA)
  • Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (AREA)
  • Glass Compositions (AREA)
  • Magnetic Record Carriers (AREA)
  • Polishing Bodies And Polishing Tools (AREA)
EP82103127A 1981-05-02 1982-04-14 Kletterschalung Expired EP0064183B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT82103127T ATE22144T1 (de) 1981-05-02 1982-04-14 Kletterschalung.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3117409 1981-05-02
DE3117409A DE3117409C2 (de) 1981-05-02 1981-05-02 Kletterschalung

Publications (3)

Publication Number Publication Date
EP0064183A2 EP0064183A2 (de) 1982-11-10
EP0064183A3 EP0064183A3 (en) 1984-09-26
EP0064183B1 true EP0064183B1 (de) 1986-09-10

Family

ID=6131309

Family Applications (1)

Application Number Title Priority Date Filing Date
EP82103127A Expired EP0064183B1 (de) 1981-05-02 1982-04-14 Kletterschalung

Country Status (9)

Country Link
US (1) US4478385A (pt)
EP (1) EP0064183B1 (pt)
AT (1) ATE22144T1 (pt)
CA (1) CA1174481A (pt)
DE (2) DE3117409C2 (pt)
DK (1) DK151724C (pt)
ES (1) ES511849A0 (pt)
NO (1) NO158886C (pt)
PT (1) PT74831B (pt)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003058008A1 (en) * 2002-01-08 2003-07-17 Nicolo, Assunta Method and apparatus for forming construction panels and structures
CN106013776A (zh) * 2016-07-01 2016-10-12 绍兴文理学院 一种液压自爬式电梯井定型化操作平台及施工方法

Families Citing this family (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT394077B (de) * 1990-05-17 1992-01-27 Rund Stahl Bau Gmbh & Co Einrichtung an einer schalung zur errichtung eines mauerwerkes
US5558823A (en) * 1993-04-09 1996-09-24 Gray; Leroy D. Method for forming walls
DE102007018853A1 (de) * 2007-04-20 2008-10-30 Doka Industrie Gmbh Selbstklettersystem
ES2298090B1 (es) * 2007-10-09 2008-12-16 Sistemas Tecnicos De Encofrados, S.A. Dispositivo para el accionamiento de plataformas desplazables horizontalmente.
WO2011127970A1 (en) 2010-04-14 2011-10-20 Vsl International Ag Adjustable formwork climber
CN102071798B (zh) * 2011-01-30 2012-01-04 中建三局建设工程股份有限公司 附壁支撑架液压爬升系统
RU2640066C2 (ru) * 2012-09-07 2017-12-26 Форм 700 Пти Лтд Кронштейн для поддерживания панели
GB2524472B (en) * 2014-02-25 2018-04-04 Ischebeck Titan Ltd Climbing formwork system
CN104863060A (zh) * 2015-05-23 2015-08-26 中国建筑第七工程局有限公司 斜塔模板系统及采用斜塔模板系统的施工方法
CN105110138B (zh) * 2015-08-28 2018-01-16 中建三局集团有限公司 弹性竖向附着承力装置的实施方法
CN106049858B (zh) * 2016-07-29 2018-08-17 中国建筑第二工程局有限公司 一种基于爬模平台的布料机支撑平台的制作方法
CN106121223B (zh) * 2016-08-30 2018-06-05 福州市第三建筑工程公司 一种三支点可伸缩的梁模支架
CN106245910B (zh) * 2016-08-30 2019-04-26 福州市第三建筑工程公司 一种带有下撑的水平梁支架
DE102016220051A1 (de) 2016-10-14 2018-04-19 Peri Gmbh Konsolgerüst
CN107542263A (zh) * 2017-09-08 2018-01-05 中国建筑第七工程局有限公司 爬升模外模板支撑平台
CN108240113A (zh) * 2017-12-25 2018-07-03 上海建工集团股份有限公司 可拆卸跨洞口的支撑装置及方法
CN108868136B (zh) * 2018-07-24 2020-09-15 南京淮港建筑工程有限公司 卸料平台的加固装置
CN109736558B (zh) * 2019-03-01 2020-11-27 安徽省宏远建设项目管理有限公司 建筑物外部爬升式建筑施工操作平台
CN113914620A (zh) * 2021-11-11 2022-01-11 防城港中一重工有限公司 一种整体降落筒仓滑模平台的方法

Family Cites Families (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2885762A (en) * 1954-11-19 1959-05-12 Johansson Rolf Gustaf Sliding moulds with walls of sheet metal
US3472477A (en) * 1967-01-16 1969-10-14 Paul Juhl Support bracket for concrete forms
DE2217584C3 (de) * 1972-04-12 1981-02-05 Peri-Werk Artur Schwoerer Kg, 7912 Weissenhorn Kletterschalung für eine Betonwandschalung
US4081227A (en) * 1973-09-03 1978-03-28 Walter Bohmer Slip form
FR2300872A1 (fr) * 1975-02-14 1976-09-10 Outinord St Amand Coffrage de f
FR2307940A1 (fr) * 1975-04-18 1976-11-12 Corre Coffrages Jean Dispositif de montants telescopiques pour coffrages a grande hauteur
DE2521622A1 (de) * 1975-05-15 1976-11-25 Peri Werk Schwoerer Kg Artur Kletterschalung
US4040774A (en) * 1976-04-29 1977-08-09 Research-Cottrel, Inc. Apparatus for constructing concrete walls
DE2653462A1 (de) * 1976-11-25 1978-06-01 Acrow Wolff Gmbh Konsolgeruest fuer kletterschalungen
AT361696B (de) * 1977-04-04 1981-03-25 Thyssen Roehrenhandel Gmbh Hebbare schalung zur herstellung von beton- waenden
DE2814930C2 (de) * 1978-04-06 1986-07-03 Peri-Werk Artur Schwörer GmbH & Co KG, 7912 Weißenhorn Klettergerüst
DK166880A (da) * 1979-04-24 1980-10-25 Sgb Group Ltd Forskalling
US4253810A (en) * 1980-01-21 1981-03-03 Bezhanov Tigran V Concrete placing apparatus for casting solid walls
FR2487410A1 (fr) * 1980-07-24 1982-01-29 Bouygues Sa Coffrage grimpant pour la coulee de parois en beton

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003058008A1 (en) * 2002-01-08 2003-07-17 Nicolo, Assunta Method and apparatus for forming construction panels and structures
CN106013776A (zh) * 2016-07-01 2016-10-12 绍兴文理学院 一种液压自爬式电梯井定型化操作平台及施工方法

Also Published As

Publication number Publication date
EP0064183A2 (de) 1982-11-10
ES8303593A1 (es) 1983-02-16
DK188182A (da) 1982-11-03
EP0064183A3 (en) 1984-09-26
DE3117409A1 (de) 1982-11-25
ES511849A0 (es) 1983-02-16
NO821437L (no) 1982-11-03
DE3273109D1 (en) 1986-10-16
PT74831A (de) 1982-05-01
DE3117409C2 (de) 1983-12-29
NO158886C (no) 1988-11-09
NO158886B (no) 1988-08-01
US4478385A (en) 1984-10-23
DK151724C (da) 1988-09-19
PT74831B (de) 1983-10-25
CA1174481A (en) 1984-09-18
DK151724B (da) 1987-12-28
ATE22144T1 (de) 1986-09-15

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