EP1727952B1 - Verfahren zum einbringen von vertikalen einbauteilen in bauwerke, welche mit einer gleitschalung errichtet werden, insbesondere in ringförmige betonwände, und vorrichtung zur durchführung des verfahrens - Google Patents

Verfahren zum einbringen von vertikalen einbauteilen in bauwerke, welche mit einer gleitschalung errichtet werden, insbesondere in ringförmige betonwände, und vorrichtung zur durchführung des verfahrens Download PDF

Info

Publication number
EP1727952B1
EP1727952B1 EP05798491A EP05798491A EP1727952B1 EP 1727952 B1 EP1727952 B1 EP 1727952B1 EP 05798491 A EP05798491 A EP 05798491A EP 05798491 A EP05798491 A EP 05798491A EP 1727952 B1 EP1727952 B1 EP 1727952B1
Authority
EP
European Patent Office
Prior art keywords
formwork
parts
guide
vertical
built
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.)
Not-in-force
Application number
EP05798491A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP1727952A1 (de
Inventor
Alexander Kreiner
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.)
Gleitbau-Gesellschaft mbH
GLEITBAU GmbH
Original Assignee
Gleitbau-Gesellschaft mbH
GLEITBAU 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 Gleitbau-Gesellschaft mbH, GLEITBAU GmbH filed Critical Gleitbau-Gesellschaft mbH
Publication of EP1727952A1 publication Critical patent/EP1727952A1/de
Application granted granted Critical
Publication of EP1727952B1 publication Critical patent/EP1727952B1/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E04G11/22—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 in structures, which are erected with a slip form, in particular in annular concrete walls, according to the preamble of claim 1 and an apparatus for performing the method according to the preamble of claim. 6
  • the invention is particularly suitable for round or annular structures, such as silos or tanks, whose concrete walls are provided with a reinforcement and tie rods and with vertical and horizontal components.
  • the built-in parts to be introduced between adjacent wall areas during the production of the concrete walls are used, for example, in tanks which are provided for receiving liquefied gas, for fastening an inner lining in the form of metal plates, which are usually welded to the vertical and horizontal built-in parts.
  • a cladding made of insulating material is attached to the metal plates.
  • the interior trim is usually stainless steel panels.
  • a climbing formwork When using a climbing formwork, the return of the vertical mounting parts can be avoided.
  • a climbing formwork requires relatively large formwork panels and leads to significantly higher costs due to the associated material, time and labor input.
  • the invention has for its object to provide a method and apparatus for introducing vertical mounting parts in structures, in particular in annular concrete walls, which ensures the use of a cost-slip formwork with flat-fitting parts.
  • the method according to the invention and the device according to the invention are based on a zipper-like system with which a flush sliding in of the vertical built-in parts is achieved with the lifting of the slip formwork.
  • the guide pins are attached to the front of the vertical mounting part, that is, on the surface facing the slip formwork, and the vertical mounting parts thus equipped are then arranged in an open area of the slip formwork for flush installation.
  • the slip formwork is provided with a guide opening, which is advantageously formed by guide angles, which are engaged behind by the guide pins of the vertical mounting part.
  • the sliding formwork is guided zipper-like manner when vertically adjusting the guide pin, and with the help of at least two tensioning devices, the vertical mounting part is held by the interaction of the guide angle, guide hole and guide pin planod on the slip formwork and braced. A return is thereby excluded, and a costly Betonab resonance from the front of the vertical mounting part can be omitted.
  • the zipper system according to the invention thus ensures a flush sliding of the vertical mounting parts in a sliding formwork and the conicity required in this case.
  • the guide pins are removed from the front of the vertical mounting parts.
  • the guide pins can be fixed by welding to the vertical mounting parts. The removal can then be relatively fast and without much effort be done by flame cutting, with a reuse of the guide pin is possible.
  • the method according to the invention ensures extremely precisely a surface-flush introduction of relatively narrow and high metal plates than vertical built-in parts.
  • vertical mounting plates with heights of 3, 4 and 5 m can each be introduced in a quarter circle of a wall for a liquefied gas tank, the different lengths are advantageous in terms of connected by welds vertical mounting plates.
  • the newly scheduled vertical mounting plates must then be related to the peripheral area not at the same height with a preceding, arranged underneath vertical mounting plate.
  • the guide bolts are expediently provided with horizontally projecting anchoring elements.
  • the device is a slip formwork and a known sliding frame, which, for example, from DE 85 17 170 U1 is known, used, and required for the zipper system according to the invention guide angles are attached to at least two tensioning devices, which are spaced from each other over the height of the formwork panels.
  • the vertical mounting parts are in each case introduced into an open area of the inner formwork and / or outer formwork and held and braced on the formwork panels on the edge side via the guide bolts and the guide angles, which are connected to the tensioning devices.
  • the guide angles which have legs arranged at right angles to one another, are arranged with mirror symmetry to form a guide opening and are guided on the guide bolts of the vertical built-in parts when the sliding formwork is moved vertically.
  • a clamping bolt in the region of the clamping devices, a tensile force is exerted on the guide pin on the guide angle and thus reaches the dense concerns of vertical mounting plates on the formwork panels and consequently a flush sliding.
  • the guide angles extend at least over the height of the formwork panels of the inner formwork and / or outer formwork.
  • the guide angles are fastened to parallel vertical legs of a U-shaped shoe of the tensioning device, in particular welded, and the horizontal connecting leg of the U-shaped shoe is connected to a base plate of the tensioning device, preferably also by means of a welded connection.
  • the base plates of the clamping devices for encompassing a formwork ring of the slip formwork are formed and are fastened by means of a clamping bolt, whereby at the same time the bracing of the vertical mounting parts takes place on the formwork in the formwork opening.
  • the method according to the invention and the device according to the invention enable the use of the advantageous slip formwork for a flush installation of vertical mounting parts in structures, in particular in annular concrete walls. It is not necessary to use the climbing formwork associated with considerably higher costs, and also a return and an associated knocking off of the concrete from the built-in part are avoided.
  • the zipper system according to the invention proves to be extremely inexpensive and efficient.
  • FIG. 1 shows a partial region of a liquefied gas tank 2 with a concrete wall 3 which tapers upwards and horizontal installation components 4 embedded vertically in the inner wall as well as vertical installation parts 5.
  • a concrete base plate 31 is provided, which is provided with a metal covering 34.
  • the horizontal mounting parts 4 and vertical mounting parts 5 are used for fastening an interior trim.
  • metal plates 6 are welded.
  • the vertical built-in components 5 are arranged flush with the adjacent concrete walls and are anchored in the concrete wall 3 with the aid of anchoring elements 7 projecting at right angles, which ends have an anchoring foot 8.
  • the attachment of the metal plates 6 to the vertical mounting parts 5 takes place at the edge.
  • Fig. 3 shows a sliding formwork 9 with an inner formwork 10 and an outer formwork 11, which are adjusted with the construction of the concrete wall 3.
  • the adjusting or lifting mechanism is not shown.
  • the slip formwork 9 has fastening means 12 for the connection of the outer formwork 11 with arranged on the outside, vertical Joch Stahl 14 of a sliding frame and inventively designed clamping devices 19 for the connection of the inner formwork 10 with the inside arranged Joch Stahl 14 of the sliding frame and for flush introduction of the vertical mounting parts 5.
  • the sliding formwork 9 is provided in the region of the yoke feet 14 with horizontal working platforms 15, and the vertical yoke feet 14 are connected by means of horizontal Jochlini 13.
  • the vertical installation part 5 has a height which extend far beyond the horizontal beam support 13 and via vertical frame posts 16 and horizontal frame posts 17, which are arranged to arrange a locking device 20 for the vertical installation part 5.
  • the vertical mounting part 5 is provided in the direction of the concrete wall 3 with horizontally projecting anchoring elements 7 and end anchoring feet 8 and on the side facing the slip form 9 side with regularly arranged, and over the entire height reaching guide pin 21.
  • These guide pins 21 are required for the flush sliding in of the vertical insert 5 during the production of the concrete wall 3 and are therefore welded before setting the vertical insert 5 in the slipform 9 on the front and separated again at the latest after completion of the concrete wall 3 of the vertical mounting part 5 , This separation can be done relatively efficiently by flame cutting.
  • the tensioning devices 19 of the sliding formwork 9 are provided in the area of the formwork panels 30 of the inner formwork 10 and serve for the bracing application of the vertical built-in part 5 while 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 design and arrangement of the vertical installation part 5 in an open region of the slip formwork 9, in which, according to FIG. 3, the inner formwork 10 is concerned.
  • two formwork panels 30 of the inner formwork 10 are held at such a distance from each other that the vertical mounting part 5 with double-sided longitudinal edge regions of about 5 mm to the adjacent Formwork panels 30 is applied and thus this opening of the inner formwork 10 is covered.
  • the clamping of the vertical mounting part 5 in the region of the slip formwork 9 is effected by the temporarily mounted guide pins 21, which engage behind the guide angle 23 arranged in the longitudinal direction with their bolt head.
  • the mirror-symmetrically arranged guide angle 23 form a guide opening 22, which ensures a zipper-like adjustment with constant distortion of the voltage applied to the shuttering panels 30 of the slip form 9 vertical built-in part.
  • the clamping is achieved by means of the clamping devices 19, which are arranged one above the other in the vertical direction in the area of the shuttering panels 30 and the inner shuttering 10 (see also FIGS. 3 and 6).
  • the tensioning devices 19 have in addition to the guide angles 23 a U-shaped shoe 24 with two parallel vertical legs 25 and a horizontal connecting leg 26, wherein the U-shaped shoe 24 in the region of the horizontal connecting leg 26 with a base plate 28 fixedly connected, in particular welded is (see also Fig. 5).
  • the guide angles 23 are connected to the U-shaped shoe 24 in connecting regions 27 of the vertical legs 25, and the connection and clamping of the clamping devices 19 with the slip form 9 and the vertical installation part 5 is accomplished via a clamping bolt 33.
  • Fig. 5 illustrates the formation of the base plate 28 in the form of a horizontal J, which surrounds a formwork ring 29 of the inner formwork 10 and the alignment of the vertical insert 5 by the interaction of the guide pin 21 and the guide angle 23 allows.
  • the tensioning devices 19 are, in particular Fig. 4 illustrates, arranged in the region between shuttering limiting elements 32 and connected thereto. These shuttering limiting elements 32 are vertically arranged U-angles in the present embodiment.
  • FIG. 6 shows the connection of the slip formwork 9 or inner formwork 10 with the vertical yoke base 14 via the tensioning devices 19.
  • the guide angles 23 are held in the two superposed tensioning devices 19 and extend beyond the inner formwork 10.
  • Fig. 6 also illustrates the anchoring of the vertical mounting part 5 in the concrete wall 3 by means of the horizontally projecting anchoring elements 7 with the anchoring foot 8 arranged at the end.
  • Fig. 7 shows a view of a guide angle 23 (see also Fig. 4).
  • Fig. 8 and 9 illustrate the formation of the guide pins 21, which are welded to the front of a vertical fixture 5 and removed after completion of the concrete wall 3 by cutting again.

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)
  • Filling Or Emptying Of Bunkers, Hoppers, And Tanks (AREA)
  • Panels For Use In Building Construction (AREA)
EP05798491A 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 Not-in-force EP1727952B1 (de)

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 (2)

Publication Number Publication Date
EP1727952A1 EP1727952A1 (de) 2006-12-06
EP1727952B1 true EP1727952B1 (de) 2007-11-14

Family

ID=36273436

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05798491A Not-in-force EP1727952B1 (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

Country Status (8)

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

Families Citing this family (12)

* 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
ES2327199B1 (es) * 2008-04-24 2010-07-22 Acciona Windpower, S.A. Soporte de sustentacion par un aerogenerador marino, procedimiento de fabricacion y metodo de instalacion.
NO335062B1 (no) * 2010-10-01 2014-09-01 Kværner Concrete Solutions As Glidestøpt betongstruktur, samt fremgangsmåte og anvendelse av en slik betongstruktur.
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
JP6202729B2 (ja) * 2013-06-27 2017-09-27 株式会社Ihi 円筒型タンクの構築方法
PL2871304T3 (pl) * 2013-11-12 2017-07-31 Ulma C Y E, S. Coop. System samowznoszący do zespołów rusztowań w budowie budynków
DE202015002648U1 (de) 2015-04-14 2015-12-14 JORDAHL GmbH Führungsblech zum Einbau von Einbauteilen
EP3228776A1 (en) * 2016-04-08 2017-10-11 DOKA GmbH Climbing formwork and method for erection of a concrete structure
PL4087992T3 (pl) * 2020-01-08 2024-01-03 Simem S.P.A. Układ szalowania wspinającego do konstrukcji z masy betonu, w szczególności do budowy zapory lub elektrowni wodnej, oraz sposób budowy konstrukcji z masy betonu
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
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

Family Cites Families (4)

* 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
US3497579A (en) * 1965-03-25 1970-02-24 Maurice Barron Slip forming apparatus and method
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
DE3428670C1 (de) * 1984-08-03 1986-04-30 Wayss & Freytag Ag, 6000 Frankfurt Verfahren und Vorrichtung zum oberflächenbündigen Plazieren von Einbauelementen bei Gleitschalungen

Also Published As

Publication number Publication date
WO2006108448A1 (de) 2006-10-19
US20080224022A1 (en) 2008-09-18
ATE378487T1 (de) 2007-11-15
JP2007534870A (ja) 2007-11-29
DE502005001976D1 (de) 2007-12-27
ES2297764T3 (es) 2008-05-01
EP1727952A1 (de) 2006-12-06
NO20063086L (no) 2006-09-29
JP4427081B2 (ja) 2010-03-03

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