ES2039130T3 - Instalacion en un encofrado para ereccion de una obra de mamposteria. - Google Patents

Instalacion en un encofrado para ereccion de una obra de mamposteria.

Info

Publication number
ES2039130T3
ES2039130T3 ES199191107453T ES91107453T ES2039130T3 ES 2039130 T3 ES2039130 T3 ES 2039130T3 ES 199191107453 T ES199191107453 T ES 199191107453T ES 91107453 T ES91107453 T ES 91107453T ES 2039130 T3 ES2039130 T3 ES 2039130T3
Authority
ES
Spain
Prior art keywords
working platform
height
panels
gallows
pivotable
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 - Lifetime
Application number
ES199191107453T
Other languages
English (en)
Inventor
Hugo Dipl.-Ing. Mag. Mathis
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.)
Rund Stahl Bau GmbH
Original Assignee
Rund Stahl Bau GmbH
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 Rund Stahl Bau GmbH filed Critical Rund Stahl Bau GmbH
Application granted granted Critical
Publication of ES2039130T3 publication Critical patent/ES2039130T3/es
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06Forms, 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
    • E04G11/20Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
    • E04G11/28Climbing 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

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

EL ENCOFRAMIENTO PARA EL ALZAMIENTO DE UN MURO DE HORMIGON TIENE AL MENOS UN ANDAMIO DE TRABAJO 3, ASI COMO ESCALONES DE ENCOFRAMIENTO 24 DE UNA SUPERFICIE GRANDE, PREFERIBLEMENTE DE UNA ALTURA DE VARIAS PLANTAS Y/O DIFICILES DE MANIPULAR. PARA EL ALZAMIENTO DEL MURO SE COLOCAN LOS ESCALONES DE ENCOFRAMIENTO 24 Y EL ANDAMIO DE TRABAJO 3 CONTINUAMENTE ALREDEDOR DE LA ALTURA EN LOS ESCALONES DE ENCOFRAMIENTO 24, A SU MISMA ALTURA. EN UN CHASIS DEL SOPORTE 6 QUE SE EXTIENDE DE FORMA PARALELA HACIA EL ANDAMIO DE TRABAJO 3, QUE ESTA SITUADO POR ENCIMA DEL ESCALON DEL ENCOFRAMIENTO 24 DE UN TRAMO DEL MISMO, HAY CARRILES 16, COLOCADOS DE FORMA HORIZONTAL A UNA DISTANCIA ENTRE SI, QUE SE MUEVEN ALREDEDOR DEL EJE VERTICAL. EN CADA UNO DE ESOS CARRILES 16 HAY UN TRINEO O UN VAGON QUE SE DESPLAZAN. ESTE VAGON SOPORTA UN ANCLA 22 QUE CUELGA EN UNO DE LOS LADOS DEL ESCALON DE ENCOFRAMIENTO 24. EL ANCLA 22 ESTA UNIDO AL ESCALON DEL ENCOFRAMIENTO 24 CON LA PARTE SUPERIOR DE SU BORDE 23. EL CARRIL 6 ESTA SITUADO EN UN SALIENTE 11 QUE GIRA ALREDEDOR DE UN EJE VERTICAL. EL SALIENTE 11 ESTA ARTICULADO EN EL BRAZO SOPORTE 6 POR UN GOZNE, PREVISTO EN LA PARTE SUPERIOR DEL ANDAMIO DE TRABAJO 3.
ES199191107453T 1990-05-17 1991-05-08 Instalacion en un encofrado para ereccion de una obra de mamposteria. Expired - Lifetime ES2039130T3 (es)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
AT0110390A AT394077B (de) 1990-05-17 1990-05-17 Einrichtung an einer schalung zur errichtung eines mauerwerkes

Publications (1)

Publication Number Publication Date
ES2039130T3 true ES2039130T3 (es) 1993-08-16

Family

ID=3506660

Family Applications (1)

Application Number Title Priority Date Filing Date
ES199191107453T Expired - Lifetime ES2039130T3 (es) 1990-05-17 1991-05-08 Instalacion en un encofrado para ereccion de una obra de mamposteria.

Country Status (5)

Country Link
US (1) US5109953A (es)
EP (1) EP0457171B1 (es)
AT (2) AT394077B (es)
DE (1) DE59100035D1 (es)
ES (1) ES2039130T3 (es)

Families Citing this family (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT397404B (de) * 1992-06-12 1994-04-25 Rund Stahl Bau Gmbh & Co Einrichtung zum errichten von bauwerkswänden
WO2009056898A1 (es) 2007-11-02 2009-05-07 Alejandro Cortina-Cordero Torre de concreto postensado para generadores eolicos
CA2650366C (en) 2008-01-22 2015-10-27 Dayton Superior Corporation Jump form system
DE102008021202A1 (de) 2008-04-28 2009-10-29 Marcus Sundermann Schalung und Schalungsverfahren des Betonbaus
US8555600B2 (en) 2008-12-10 2013-10-15 Cortina Innovations, S.A. De C.V. Method for mounting in sections an annular tower for wind power generator, heliostatic power generator or chimney composed from three concrete segments or more
EP2452029A1 (en) * 2009-07-09 2012-05-16 Casanova, Alfio Leonardo System for in-situ making substantially vertical building works
EP2475883B1 (en) 2009-09-09 2019-06-05 National Oilwell Varco, L.P. Method and apparatus for wind turbine erection
US8727690B2 (en) * 2009-09-10 2014-05-20 National Oilwell Varco, L.P. Windmill handling system and method for using same
US8714306B2 (en) 2011-03-29 2014-05-06 ULMA CyE, S. Coop. Perimetric protection system for buildings undergoing construction
PL3212862T3 (pl) * 2014-10-31 2020-01-31 Soletanche Freyssinet Sposób wytwarzania bloków konstrukcyjnych z betonu dla wieży turbiny wiatrowej i związany z tym system
US9650840B2 (en) 2015-04-27 2017-05-16 National Oilwell Varco, L.P. Method and apparatus for erecting a drilling rig
CN106121228B (zh) * 2016-08-25 2018-05-04 福州市第三建筑工程公司 一种凝架悬支竖面支模结构及其使用方法
US11408188B1 (en) * 2019-06-04 2022-08-09 Peri Formwork Systems, Inc. Suspended translating platform
CN114622504B (zh) * 2022-04-18 2023-04-14 江苏省交通工程集团有限公司 一种混凝土外侧挡墙现浇施工设备及施工方法

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1127369A (en) * 1914-04-25 1915-02-02 Alexander Q Nash Apparatus for building circular walls and means for adjusting the apparatus.
FR1313216A (fr) * 1961-11-14 1962-12-28 Coignet Construct Edmond Perfectionnements à la fabrication d'éléments en béton
US4016228A (en) * 1973-03-07 1977-04-05 Enor Nominees Pty. Limited Method for progressively constructing a wall of cementitious material
FR2318289A1 (fr) * 1975-07-18 1977-02-11 Buffin Clovis Portique support pour coffrage auto-ascensionnel
DE2814930C2 (de) * 1978-04-06 1986-07-03 Peri-Werk Artur Schwörer GmbH & Co KG, 7912 Weißenhorn Klettergerüst
DE3117409C2 (de) * 1981-05-02 1983-12-29 Josef 7611 Steinach Maier Kletterschalung
DE3135418A1 (de) * 1981-09-07 1983-04-07 Emil Steidle Gmbh & Co, 7480 Sigmaringen "kletterschalung"
US4562989A (en) * 1984-10-02 1986-01-07 Peabody Continental-Heine Co. Apparatus for construction of concrete walls

Also Published As

Publication number Publication date
US5109953A (en) 1992-05-05
AT394077B (de) 1992-01-27
DE59100035D1 (de) 1993-03-18
EP0457171B1 (de) 1993-02-03
ATA110390A (de) 1991-07-15
EP0457171A1 (de) 1991-11-21
ATE85388T1 (de) 1993-02-15

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