ES2570802T3 - Estructura de hormigón formada por encofrado deslizante - Google Patents

Estructura de hormigón formada por encofrado deslizante

Info

Publication number
ES2570802T3
ES2570802T3 ES11829649T ES11829649T ES2570802T3 ES 2570802 T3 ES2570802 T3 ES 2570802T3 ES 11829649 T ES11829649 T ES 11829649T ES 11829649 T ES11829649 T ES 11829649T ES 2570802 T3 ES2570802 T3 ES 2570802T3
Authority
ES
Spain
Prior art keywords
concrete structure
sliding formwork
panels
structure formed
increased thickness
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
ES11829649T
Other languages
English (en)
Inventor
Kjell Tore Fosså
Endre Gudmestad
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.)
Kvaerner AS
Original Assignee
Kvaerner Concrete Solutions AS
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 Kvaerner Concrete Solutions AS filed Critical Kvaerner Concrete Solutions AS
Application granted granted Critical
Publication of ES2570802T3 publication Critical patent/ES2570802T3/es
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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
    • E04G11/06—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
    • E04G11/22—Sliding forms raised continuously or step-by-step and being in contact with the poured concrete during raising and which are not anchored in the hardened concrete; Arrangements of lifting means therefor
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/18—Bulkheads or similar walls made solely of concrete in situ
    • E02D5/182—Bulkheads or similar walls made solely of concrete in situ using formworks to separate sections

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Aftertreatments Of Artificial And Natural Stones (AREA)

Abstract

Procedimiento de construcción de una estructura (1) de hormigón, por medio del cual al menos una parte de dicha estructura (1) de hormigón se forma mediante encofrado deslizante con unos paneles (6) en el interior del encofrado deslizante, dando cara dichos paneles (6) al encofrado deslizante, en el que dichos paneles (6) son retirados de dicha estructura (1) de hormigón después del vaciado en encofrado deslizante, estando concebido el procedimiento para construir dicha estructura (1) de hormigón para su uso costa afuera en áreas de gran concentración de hielo, en el que dicha estructura (1) de hormigón presenta un grosor incrementado como tolerancia a la abrasión en una zona erosionada por la deriva del hielo en el mar, caracterizado porque la transición desde la estructura ordinaria a la estructura de grosor incrementado es gradual y formada por un elemento (5) de inserto sobre el que están dispuestos dichos paneles (6).
ES11829649T 2010-10-01 2011-09-23 Estructura de hormigón formada por encofrado deslizante Active ES2570802T3 (es)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NO20101368A NO335062B1 (no) 2010-10-01 2010-10-01 Glidestøpt betongstruktur, samt fremgangsmåte og anvendelse av en slik betongstruktur.
PCT/NO2011/000270 WO2012044174A1 (en) 2010-10-01 2011-09-23 Slip formed concrete structure

Publications (1)

Publication Number Publication Date
ES2570802T3 true ES2570802T3 (es) 2016-05-20

Family

ID=45893404

Family Applications (1)

Application Number Title Priority Date Filing Date
ES11829649T Active ES2570802T3 (es) 2010-10-01 2011-09-23 Estructura de hormigón formada por encofrado deslizante

Country Status (8)

Country Link
US (1) US20130183102A1 (es)
EP (1) EP2622151B1 (es)
CA (1) CA2813195C (es)
DK (1) DK2622151T3 (es)
EA (1) EA034111B1 (es)
ES (1) ES2570802T3 (es)
NO (1) NO335062B1 (es)
WO (1) WO2012044174A1 (es)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105839545A (zh) * 2016-05-16 2016-08-10 中铁十六局集团第五工程有限公司 一种单向变截面可调式翻模及其施工方法
CN106643850B (zh) * 2016-10-27 2019-05-14 中国电建集团贵阳勘测设计研究院有限公司 一种水力学仪器底座

Family Cites Families (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1110989A (fr) * 1953-10-28 1956-02-20 Skanska Cementgjuteriet Ab Méthode pour couler des murs en béton dans des moules glissants
US4016228A (en) * 1973-03-07 1977-04-05 Enor Nominees Pty. Limited Method for progressively constructing a wall of cementitious material
US4054034A (en) * 1976-07-01 1977-10-18 Robert Warren Hyre Method for casting concrete tanks in water
JPS5436501Y2 (es) * 1976-11-05 1979-11-05
SE428947B (sv) * 1979-03-16 1983-08-01 John Paul Pettersson Expanderbar glidform
DE2948255A1 (de) * 1979-11-30 1981-06-04 Philipp Holzmann Ag, 6000 Frankfurt Verfahren zum schuetzen der oberflaechen von betonbauwerken und abdichtungselement zum durchfuehren dieses verfahrens
JPS6098006A (ja) * 1983-11-04 1985-06-01 Mitsui Eng & Shipbuild Co Ltd 氷海用コンクリ−ト製構造物
WO1985004683A1 (en) * 1984-04-12 1985-10-24 Proektny I Naucho-Issledovatelsky Institut "Rostov Reinforced concrete sea platform
US4725166A (en) * 1986-01-16 1988-02-16 Santa Fe International Corporation Mobile marine operations structure
US5613808A (en) * 1995-03-15 1997-03-25 Amoco Corporation Stepped steel gravity platform for use in arctic and subarctic waters
US6371695B1 (en) * 1998-11-06 2002-04-16 Exxonmobil Upstream Research Company Offshore caisson having upper and lower sections separated by a structural diaphragm and method of installing the same
JP4427081B2 (ja) * 2005-09-28 2010-03-03 グライトバウ ゲスエムベーハー 特に環状コンクリート壁内に摺動型枠によって建造した構造に垂直な組込部品を導入する方法、及び該方法を実行する装置
US20110061321A1 (en) * 2006-09-21 2011-03-17 Ahmed Phuly Fatigue reistant foundation system
DE102006049037A1 (de) * 2006-10-13 2008-04-24 Lothar Bitschnau Schalung zum Betonieren einer Wand
CA2698710A1 (en) * 2009-05-05 2010-11-05 Fws Technologies Holdings Ltd. Slip formed concrete wind turbine tower

Also Published As

Publication number Publication date
CA2813195A1 (en) 2012-04-05
CA2813195C (en) 2018-07-24
EA034111B1 (ru) 2019-12-27
NO20101368A1 (no) 2012-04-02
DK2622151T3 (en) 2016-06-27
EA201300391A1 (ru) 2013-09-30
EP2622151B1 (en) 2016-03-30
US20130183102A1 (en) 2013-07-18
EP2622151A4 (en) 2014-07-23
EP2622151A1 (en) 2013-08-07
NO335062B1 (no) 2014-09-01
WO2012044174A1 (en) 2012-04-05

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