US20080224022A1 - Method for Introducing Vertical Built-In Parts Into Structures Erected with a Sliding Formwork, Particularly in Annular Concrete Walls, and Device for Performing the Method - Google Patents

Method for Introducing Vertical Built-In Parts Into Structures Erected with a Sliding Formwork, Particularly in Annular Concrete Walls, and Device for Performing the Method Download PDF

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Publication number
US20080224022A1
US20080224022A1 US10/590,318 US59031805A US2008224022A1 US 20080224022 A1 US20080224022 A1 US 20080224022A1 US 59031805 A US59031805 A US 59031805A US 2008224022 A1 US2008224022 A1 US 2008224022A1
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United States
Prior art keywords
parts
formwork
guide
built
vertical
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Abandoned
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US10/590,318
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English (en)
Inventor
Alexander Kreiner
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Gleitbau Gesmbh
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Gleitbau Gesmbh
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Assigned to GLEITBAU GES.M.B.H. reassignment GLEITBAU GES.M.B.H. ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: KREINER, ALEXANDER
Publication of US20080224022A1 publication Critical patent/US20080224022A1/en
Abandoned legal-status Critical Current

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    • 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

Definitions

  • the invention relates to a method for introducing vertical built-in parts into structures erected with a sliding formwork or slipform, particularly in annular concrete walls, according to the preamble of claim 1 , and a device for performing the method according to the preamble of claim 6 .
  • the invention is particularly suitable for round or annular structures, e.g. silos or tanks, whose concrete walls are pro-vided with a reinforcement and tie bars, as well as with vertical and also horizontal built-in parts.
  • the built-in parts to be introduced between adjacent wall areas during the production of the concrete walls are used e.g. in the case of tanks provided for receiving liquefied petroleum gas, for fixing an inner cladding in the form of metal plates, which are generally welded to the vertical and horizontal built-in parts.
  • an insulating material cladding is applied to the metal plates.
  • the inner cladding generally comprises stainless steel plates.
  • the object of the invention is to create a method and device for introducing vertical built-in parts into structures, particularly in annular concrete walls, which ensures the use of an inexpensive sliding formwork with flat-resting built-in parts.
  • the method and device according to the invention are based on a slide fastener-like system enabling a flush sliding in of the vertical built-in parts with the raising of the sliding formwork.
  • guiding elements e.g. guide bolts are fitted to the front side of the vertical built-in part, i.e. onto the surface facing the sliding formwork and the thus equipped vertical built-in parts are subsequently arranged in an open area of the sliding formwork for flush installation.
  • the sliding formwork is provided with a guide opening, which is advantageously formed by guide anglepieces, behind which engage the guide bolts of the vertical built-in part.
  • the slide fastener system ensures a flush sliding in of the vertical built-in parts in the case of a sliding formwork and the necessary conicity.
  • the guide bolts are removed from the front of the vertical built-in parts.
  • the guide bolts can be fixed by welding to the vertical built-in parts. The removal can then take place relatively rapidly and without significant costs by flame cutting and it is also possible to reuse the guide bolts.
  • the method according to the invention ensures in an extraordinarily precise manner a surface-flush introduction of relatively narrow and high metal plates as vertical built-in parts. It is e.g. possible to install vertical built-in plates with heights of 3, 4 and 5 m in each case in a quadrant of a wall for a liquefied petroleum gas tank, the different lengths being advantageous in view of the vertical built-in plates linked by welded joints. Then, relative to the circumferential area, the newly fitted, vertical built-in plates need not be connected at the same height with a preceding, underlying, vertical built-in plate.
  • the guide bolts temporarily fixed to the vertical built-in parts are fitted in a longitudinally uniformly spaced manner.
  • the vertical built-in parts are appropriately provided with horizontally projecting anchoring elements.
  • the guide anglepieces having legs arranged at right angles to one another, are positioned in mirror symmetrical manner accompanied by the formation of a guide opening and during the vertical adjustment of the sliding formwork are guided at the guide bolts of the vertical built-in parts.
  • a clamping bolt in the vicinity of the clamping devices, by means of the guide anglepieces a tensile force is exerted on the guide bolts and as a result the tight engagement of the vertical built-in plates on the formwork panels and consequently a flush sliding in is brought about.
  • the guide anglepieces extend at least over the height of the formwork panels of the inner and/or outer formwork.
  • the guide anglepieces are fixed to parallel, vertical legs of a U-shaped shoe of the clamping device, particularly by welding, and the horizontal connecting leg of the U-shaped shoe is connected to a base plate of the clamping device, preferably once again by a welded joint.
  • the base plates of the clamping devices are constructed for embracing a formwork ring of the sliding form-work and are fixed with the aid of a clamping bolt, so that simultaneously there is a bracing of the vertical built-in parts on the formwork in the vicinity of its opening.
  • the method and device according to the invention permit the use of the advantageous sliding formwork for a surface-flush introduction of vertical built-in parts into structures, particularly into annular concrete walls. There is no need to use a climbing formwork with the associated considerably higher costs and also a set-back with the associated knocking of concrete off the built-in part is avoided.
  • a tank which e.g. has a height of 25 m and a diameter of 95 m, approximately 140 vertical built-in parts are fitted to the inside of the concrete wall, it can be seen that the slide fastener system according to the invention is extremely inexpensive and efficient.
  • FIG. 1 A detail of a structure with inventively installed vertical built-in parts.
  • FIG. 2 A cross-section along line II-II in FIG. 1 .
  • FIG. 3 An inventively constructed sliding formwork in vertical section along the centre axis of a concrete wall.
  • FIG. 4 A plan view of the inventive sliding formwork in the vicinity of a clamping device.
  • FIG. 5 A longitudinal section along line V-V in FIG. 4 .
  • FIG. 6 A larger scale detail of the sliding formwork of FIG. 3 .
  • FIG. 7 A plan view of a guide anglepiece.
  • FIG. 8 A plan view of a guide bolt.
  • FIG. 9 A view in accordance with arrow IX in FIG. 8 .
  • FIG. 1 shows part of a liquefied petroleum gas tank 2 with an upwardly tapering concrete wall 3 and horizontal built-in parts 4 embedded flush in the inner wall, as well as vertical built-in parts 5 .
  • a concrete base plate 31 On the bottom is formed a concrete base plate 31 , which is provided with a metal cladding 34 .
  • the horizontal built-in parts 4 and vertical built-in parts 5 are used for fixing an inner cladding.
  • metal plates 6 are welded.
  • the vertical built-in parts 5 are installed flush with the adjacent concrete walls and are anchored in the concrete wall 3 with the aid of rectangularly projecting anchoring elements 7 , which are terminally provided with an anchoring foot 8 . There is a marginal fixing of the metal plates 6 to the vertical built-in parts 5 .
  • FIG. 3 shows a sliding formwork 9 with an inner formwork 10 and an outer formwork 11 , which are adjusted with the erection of the concrete wall 3 .
  • the adjusting or lifting mechanism is not shown.
  • the sliding formwork 9 has fixing devices 12 for the connection of the outer formwork 11 to externally positioned, vertical yoke feet 14 of a sliding frame and inventively constructed clamping devices 19 for the connection of the inner formwork 10 to internally positioned yoke feet 14 of the sliding frame, as well as for the flush introduction of the vertical built-in parts 5 .
  • the sliding formwork 9 is provided with horizontal working platforms 15 and the vertical yoke feet 14 are connected by means of horizontal yoke supports 13 .
  • the vertical built-in part 5 has a height extending well over the horizontal yoke support 13 and vertical frame posts 16 as well as horizontal frame posts 17 , which are provided for the position of an arresting device 20 for the vertical built-in part 5 .
  • the vertical built-in part 5 is provided in the direction of the concrete wall 3 with horizontally projecting anchoring elements 7 and terminal anchoring feet 8 , as well as on the side facing the sliding formwork 9 with regularly arranged guide bolts 21 extending over the entire height.
  • These guide bolts 21 are required for the flush sliding in of the vertical built-in part 5 during the production of the concrete wall 3 and are therefore welded to the front of the vertical built-in part 5 prior to the positioning thereof in the sliding formwork 9 and at the latest following the production of the concrete wall 3 are again separated from the vertical built-in part 5 . This separation can take place relatively efficiently by flame cutting.
  • the clamping devices 19 of the sliding formwork 9 are provided in the vicinity of the formwork panels 30 of inner formwork 10 and are used for the bracing application of the vertical built-in part 5 , whilst maintaining the conicity of the concrete wall 3 .
  • FIGS. 4 to 7 show further details of the device according to the invention.
  • FIG. 4 illustrates the construction and arrangement of the vertical built-in part 5 in an open area of the sliding formwork 9 and which is according to FIG. 3 the inner formwork 10 .
  • Two formwork panels 30 of the inner form-work 10 are held with a spacing such that the vertical built-in part 5 engages with bilateral longitudinal edge regions of approximately 5 mm on the adjacent formwork panels 30 and consequently said opening of the inner formwork 10 is covered.
  • the bracing of the vertical built-in part 5 in the vicinity of the sliding formwork 9 takes place through the temporarily fitted guide bolts 21 , which with their bolt heads engage behind the longitudinally positioned guide anglepieces 23 .
  • the mirror symmetrically positioned guide anglepieces 23 form a guide opening 22 , which ensures a slide fastener-like adjustment together with a constant bracing of the vertical built-in part engaging on the formwork panels 30 of sliding formwork 9 .
  • Bracing is brought about with the aid of the clamping devices 19 , which are positioned in vertically superimposed manner in the vicinity of the formwork panels 30 , or the inner formwork 10 respectively (cf. also FIGS. 3 and 6 ).
  • the clamping devices 19 Apart from the guide anglepieces 23 , the clamping devices 19 have a U-shaped shoe 24 with two parallel, vertical legs 25 and a horizontal connecting leg 26 , the U-shaped shoe 24 being firmly connected, e.g. welded in the area of the horizontal connecting leg 26 to a base plate 28 (cf. also FIG. 5 ).
  • the guide anglepieces 23 are connected to the U-shaped shoe 24 in connection areas 27 of the vertical legs 25 and the connection and bracing of the clamping devices 19 with the sliding formwork 9 and the vertical built-in part 5 are implemented by means of a clamping bolt 33 .
  • FIG. 5 illustrates the construction of the base plate 28 in the form of a horizontal J, which embraces a formwork ring 29 of the inner formwork 10 and permits the orientation of the vertical built-in part 5 as a result of the cooperation of the guide bolts 21 and guide anglepieces 23 .
  • the clamping devices 19 are, as can be more particularly seen in FIG. 4 , located in the area between formwork boundary elements 32 and are connected thereto. These formwork boundary elements 32 are in the present embodiment vertically positioned U-anglepieces.
  • FIG. 6 shows the connection of the sliding formwork 9 , inner formwork 10 respectively, to the vertical yoke foot 14 by means of the clamping devices 19 .
  • the guide anglepieces 23 are held in the two superimposed clamping devices 19 and extend over and beyond the inner formwork 10 .
  • FIG. 6 also illustrates the anchoring of the vertical built-in part 5 in the concrete wall 3 with the aid of the horizontally projecting anchoring elements 7 with the terminally positioned anchoring foot 8 .
  • FIG. 7 is a view of a guide anglepiece 23 (cf. also FIG. 4 ).
  • FIGS. 8 and 9 illustrate the construction of the guide bolts 21 , which are welded to the front of a vertical built-in part 5 and removed again by separating cutting after producing the concrete wall 3 .

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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)
  • Panels For Use In Building Construction (AREA)
  • Filling Or Emptying Of Bunkers, Hoppers, And Tanks (AREA)
US10/590,318 2005-09-28 2005-09-28 Method for Introducing Vertical Built-In Parts Into Structures Erected with a Sliding Formwork, Particularly in Annular Concrete Walls, and Device for Performing the Method Abandoned US20080224022A1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/EP2005/010495 WO2006108448A1 (de) 2005-09-28 2005-09-28 Verfahren zum einbringen von vertikalen einbauteilen in bauwerke, welche mit einer gleitschalung errichtet werden, insbesondere in ringförmige betonwände, und vorrichtung zur durchführung des verfahrens

Publications (1)

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US20080224022A1 true US20080224022A1 (en) 2008-09-18

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US10/590,318 Abandoned US20080224022A1 (en) 2005-09-28 2005-09-28 Method for Introducing Vertical Built-In Parts Into Structures Erected with a Sliding Formwork, Particularly in Annular Concrete Walls, and Device for Performing the Method

Country Status (8)

Country Link
US (1) US20080224022A1 (de)
EP (1) EP1727952B1 (de)
JP (1) JP4427081B2 (de)
AT (1) ATE378487T1 (de)
DE (1) DE502005001976D1 (de)
ES (1) ES2297764T3 (de)
NO (1) NO20063086L (de)
WO (1) WO2006108448A1 (de)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100921254B1 (ko) 2007-11-19 2009-10-13 한서기공(주) 2그룹 이상의 콘크리트 곡물 사일로 구축공법
US20110091287A1 (en) * 2008-04-24 2011-04-21 Acciona Windpower, S.A. Supporting element for an offshore wind turbine, production method thereof and method for installing same
WO2012044174A1 (en) * 2010-10-01 2012-04-05 Kvaerner Engineering As Slip formed concrete structure
US20150129359A1 (en) * 2013-11-12 2015-05-14 Ulma C Y E, S. Coop Self-climbing scaffold system in construction works of buildings and self-climbing method
US20160083957A1 (en) * 2013-06-27 2016-03-24 Ihi Corporation Method for constructing cylindrical tank
US20190145111A1 (en) * 2016-04-08 2019-05-16 Doka Gmbh Climbing formwork and method for erection of a concrete structure
CN112392313A (zh) * 2020-11-25 2021-02-23 陕西天工建设有限公司 一种料仓施工工艺
US20230046180A1 (en) * 2020-01-08 2023-02-16 Simem S.P.A. Climbing formwork system for mass concrete construction, in particular for building a dam or for hydropower industry, and a method for building a mass concrete construction

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012241399A (ja) * 2011-05-18 2012-12-10 Ohbayashi Corp スリップフォーム工法を用いたコンクリート構造物の構築方法及びスリップフォーム装置の移動型枠
DE202015002648U1 (de) 2015-04-14 2015-12-14 JORDAHL GmbH Führungsblech zum Einbau von Einbauteilen
CN114263344B (zh) * 2022-01-13 2023-05-23 中煤第三建设（集团）有限责任公司 锥壳脚手架施工用滑膜平台
CN114961234A (zh) * 2022-05-29 2022-08-30 中国五冶集团有限公司 一种用于变形缝处剪力墙模板结构及施工方法

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3497579A (en) * 1965-03-25 1970-02-24 Maurice Barron Slip forming apparatus and method
US4355453A (en) * 1979-11-30 1982-10-26 Philipp Holzmann Aktiengesellschaft Method of protecting the surfaces of concrete structures

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB837036A (en) * 1956-06-07 1960-06-09 Siemens Bauunion Gmbh Improvements in or relating to staging devices for use in building
DE3428670C1 (de) * 1984-08-03 1986-04-30 Wayss & Freytag Ag, 6000 Frankfurt Verfahren und Vorrichtung zum oberflächenbündigen Plazieren von Einbauelementen bei Gleitschalungen

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3497579A (en) * 1965-03-25 1970-02-24 Maurice Barron Slip forming apparatus and method
US4355453A (en) * 1979-11-30 1982-10-26 Philipp Holzmann Aktiengesellschaft Method of protecting the surfaces of concrete structures

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100921254B1 (ko) 2007-11-19 2009-10-13 한서기공(주) 2그룹 이상의 콘크리트 곡물 사일로 구축공법
US20110091287A1 (en) * 2008-04-24 2011-04-21 Acciona Windpower, S.A. Supporting element for an offshore wind turbine, production method thereof and method for installing same
US8696246B2 (en) * 2008-04-24 2014-04-15 Acciona Windpower, S.A. Supporting element for an offshore wind turbine, production method thereof and method for installing same
WO2012044174A1 (en) * 2010-10-01 2012-04-05 Kvaerner Engineering As Slip formed concrete structure
NO335062B1 (no) * 2010-10-01 2014-09-01 Kværner Concrete Solutions As Glidestøpt betongstruktur, samt fremgangsmåte og anvendelse av en slik betongstruktur.
EA034111B1 (ru) * 2010-10-01 2019-12-27 Кваернер Ас Способ изготовления бетонной конструкции, предназначенной для использования в наполненных льдом водоемах
US20160083957A1 (en) * 2013-06-27 2016-03-24 Ihi Corporation Method for constructing cylindrical tank
US9556607B2 (en) * 2013-06-27 2017-01-31 Ihi Corporation Method for constructing cylindrical tank
US9476210B2 (en) * 2013-11-12 2016-10-25 Ulma Cye, S. Coop Self-climbing scaffold system in construction works of buildings and self-climbing method
US20150129359A1 (en) * 2013-11-12 2015-05-14 Ulma C Y E, S. Coop Self-climbing scaffold system in construction works of buildings and self-climbing method
US20190145111A1 (en) * 2016-04-08 2019-05-16 Doka Gmbh Climbing formwork and method for erection of a concrete structure
US10711470B2 (en) * 2016-04-08 2020-07-14 Doka Gmbh Climbing formwork and method for erection of a concrete structure
US20230046180A1 (en) * 2020-01-08 2023-02-16 Simem S.P.A. Climbing formwork system for mass concrete construction, in particular for building a dam or for hydropower industry, and a method for building a mass concrete construction
CN112392313A (zh) * 2020-11-25 2021-02-23 陕西天工建设有限公司 一种料仓施工工艺

Also Published As

Publication number Publication date
EP1727952A1 (de) 2006-12-06
JP4427081B2 (ja) 2010-03-03
NO20063086L (no) 2006-09-29
EP1727952B1 (de) 2007-11-14
ATE378487T1 (de) 2007-11-15
DE502005001976D1 (de) 2007-12-27
ES2297764T3 (es) 2008-05-01
JP2007534870A (ja) 2007-11-29
WO2006108448A1 (de) 2006-10-19

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AS Assignment

Owner name: GLEITBAU GES.M.B.H., AUSTRIA

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:KREINER, ALEXANDER;REEL/FRAME:020788/0308

Effective date: 20060830

STCB Information on status: application discontinuation

Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION