EP2480735B1 - Ausschalvorrichtung - Google Patents

Ausschalvorrichtung Download PDF

Info

Publication number
EP2480735B1
EP2480735B1 EP10779724.3A EP10779724A EP2480735B1 EP 2480735 B1 EP2480735 B1 EP 2480735B1 EP 10779724 A EP10779724 A EP 10779724A EP 2480735 B1 EP2480735 B1 EP 2480735B1
Authority
EP
European Patent Office
Prior art keywords
formwork
corner
formwork element
pull rod
elements
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.)
Revoked
Application number
EP10779724.3A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP2480735A1 (de
Inventor
Bernd Renz
Sergio Altavini
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.)
Peri GmbH
Original Assignee
Peri 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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=43536384&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP2480735(B1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Peri GmbH filed Critical Peri GmbH
Publication of EP2480735A1 publication Critical patent/EP2480735A1/de
Application granted granted Critical
Publication of EP2480735B1 publication Critical patent/EP2480735B1/de
Revoked legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

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
    • E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
    • 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
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/001—Corner fastening or connecting means for forming or stiffening elements
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00—Moulds; Cores; Mandrels
    • B28B7/16—Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes
    • B28B7/18—Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes the holes passing completely through the article
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00—Moulds; Cores; Mandrels
    • B28B7/28—Cores; Mandrels
    • B28B7/30—Cores; Mandrels adjustable, collapsible, or expanding
    • 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
    • E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
    • E04G11/082—Retractable forms for the inside face of at least three walls
    • 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
    • E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
    • E04G11/10—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements without beams which are mounted during erection of the shuttering to brace or couple the elements
    • 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
    • E04G15/00—Forms or shutterings for making openings, cavities, slits, or channels
    • E04G15/06—Forms or shutterings for making openings, cavities, slits, or channels for cavities or channels in walls of floors, e.g. for making chimneys
    • 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
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • 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
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/04—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements
    • E04G17/045—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements being tensioned by wedge-shaped elements

Definitions

  • the invention relates to a Ausschalvorraum with a Eckschalungselement, which is connectable on both sides with a further formwork element, wherein in the corner formwork a vertically movable drawbar is mounted, which is coupled via a plurality of hinge lever with the two other formwork elements that these two other formwork elements by a vertical movement the pull rod are movable relative to the corner formwork element.
  • Such stripping devices are known from the prior art and are used in particular in shaft formwork, which can be used for example to produce elevator shafts made of concrete.
  • shaft formworks consist of an external shaft formwork and an internal shaft formwork, which between them enclose a volume which is filled up with concrete. While the outer shaft formwork can be easily released from the hardened concrete by an outward movement, the detachment of the inner shaft formwork from the hardened concrete is more complicated. In this case, namely, different sections of the inner shaft formwork must be simultaneously or successively moved towards each other inwardly, so as to reduce the inner shaft formwork in its circumference and thereby allow it to detach from the hardened concrete.
  • an inner shaft formwork beats the DE 23 21 502 A1
  • the slider has thereby inclined cam surfaces along which provided on the formwork elements pins ride when the slider is pulled up, which has the consequence that the formwork elements to move toward each other and thus detach from the concrete.
  • An inner shaft formwork loosened in this way can then be pulled out of a completely concreted, open-top shaft by means of a crane handrail.
  • An object underlying the invention is to develop a stripping device such that it can be solved with the least possible effort and as safely as possible from the hardened concrete.
  • the object is achieved by a stripping device according to claim 1.
  • the object is achieved in that the pull rod for triggering a vertical movement of the same has a vertically and linearly movable together with the pull rod attack surface for a lever and / or a jointly with the pull rod vertically and linearly movable coupling region for a pull chain. According to the invention, therefore, the movement of the drawbar and the associated articulated lever is no longer triggered by the rotational movement of a specially provided for this purpose on the pull rod spindle.
  • a vertical, exclusively linear, preferably upward movement of the drawbar according to the invention can be generated by a firmly fixed to the pull rod attack surface by means of a lever or fixed to the pull rod coupling region is moved linearly by means of a pull chain in a vertical direction.
  • the engagement surface and / or the coupling region can also be attached to a lower region of the tie rod.
  • the attack surface can be mounted so far down that a person standing on the ground can easily operate a lever attached to the attack surface.
  • the coupling region can be arranged in such a height of the pull rod, that a pull chain or a Krangeitati also hooked from a person standing on the ground comfortably on the coupling region can be.
  • a customary internal shaft formwork has four corner formwork elements which according to the invention can each be equipped with a coupling region for a draw chain in the region of their respective drawbar.
  • the coupling areas of the four tie rods are usually each at the same height. Since a total of four such coupling areas in all four corners of an inner shaft formwork are provided at the same height and the distances of all coupling areas to the center or to the central longitudinal axis of the inner shaft shuttering are equal to each other, can for raising the switched-off inner shaft formwork in an advantageous manner, a standard suspension of a crane mutually equal chain sections are used, which requires a further inventive advantage. In contrast, this is not always the case with inner shaft formwork known from the state of the art, since there is often a crane hook spaced from the corner areas.
  • both an attack surface for a lever and a coupling region for a pull chain are provided on each pull rod.
  • the release of an internal shaft formwork from a concrete wall can be effected with a comparatively large lever force, which in any case is sufficient to overcome the high adhesive forces which exist after concreting between the concrete wall and the lining of an internal shaft formwork.
  • this removal process can then be effected by means of a Krange concerns the further, inwardly directed movement of the individual elements of the inner shaft formwork, which is attached to the coupling regions of the tie rods. For this further movement then the said lever is no longer needed.
  • the detachment of the inner shaft formwork of the concrete walls can be accomplished solely by means of said lever without the use of a crane, after the completion of the complete detachment process, the further movement of the elements of the inner shaft formwork inside and lifting the thus reduced in size inner shaft formwork can be done exclusively by means of a crane.
  • the attack surface for the lever is advantageously provided below the coupling region for the pull chain.
  • a particularly good operability of the lever is achieved when the attack surface is provided approximately at the knee level of a person operating the lever and a comfortable hanging a pull chain in the coupling region is possible when the coupling region is approximately at chest level of a person handling the train.
  • the attack surface for the lever less than 1 m and / or the coupling region for the pull chain less than 2 m, in particular approximately 1.5 m from the lower end of the Eckschalungselements spaced.
  • the corner formwork element according to the invention and the two other formwork elements connected to it can be coupled to one another with a vertical movement of the drawbar first an obliquely to the respective formwork skin and substantially horizontally directed movement of the two other formwork elements and then at least substantially parallel to the respective formwork directed relative movement between the Eckschalungselement and the two can be triggered further formwork elements.
  • the first, obliquely directed to the respective formwork facing movement is preferably accomplished with said lever and all other movements with said pull chain.
  • the obliquely directed to the formwork facing movement can be done over a relatively small stroke and causes only the release of the formwork from the concrete wall.
  • the formwork peeled from the concrete wall can have a spacing of approximately 5 to 10 mm, in particular approximately 7 mm, to the latter.
  • the movement directed parallel to the formwork facing takes place over a larger stroke and causes the individual elements of the stripping device according to the invention to move away from the concrete wall substantially perpendicularly.
  • the distance between the formwork skin and the concrete wall after this movement may be, for example, about 2.5 to 4 cm, in particular about 3.5 cm.
  • the formwork skin is moved only over a small distance obliquely to the concrete wall and then perpendicular to the concrete wall, with the result that in the formwork nails introduced during Ausschalvorgang are pulled out of it substantially straight, so that the formwork is damaged by the Ausschalvorgang only in a very small way.
  • completely oblique pulling out the nails or movement of the formwork along the concrete wall at the beginning of the detachment process results in a much larger damage to the formwork.
  • the described relative movements between the corner formwork element and the two further formwork elements can be defined by at least one guide slot, which preferably has two gate sections extending essentially at an angle to each other.
  • a Kulisseriabêt extending parallel to the formwork skin longer than an angle to the formwork extending gate section.
  • the shorter gate section is thus responsible for the explained obliquely directed to the facing skin movement, whereas the longer gate section controls the substantially vertically directed to the formwork facing movement of the formwork elements.
  • a possible embodiment of said guide slot will be explained in more detail in the description of the figures.
  • the corner formwork element according to the invention can have a base region and two coupling strips which are movable relative thereto and which can each be coupled rigidly to a further formwork element.
  • the edge regions of the base region facing the two coupling strips can each have a metallic angle profile extending over the height of the base region, which has a receiving region for each area of one of the coupling strips and an edge region of a further formwork element coupled therewith between the angle legs. While an angle leg of such an angle profile forms an area of the formwork skin of the corner formwork element, the other angle leg serves to rigidly fix the angle profile to the base area of the corner formwork element.
  • this coupling strip In the context of an obliquely directed to the formwork peeling movement of the two other formwork elements of a concrete wall of this formwork element associated coupling strip must move away together with the respective formwork element only by such a distance from the concrete wall, which corresponds to the thickness of that angle leg, a formwork skin section forms. Subsequently, this coupling strip can then be moved together with a portion of the respective shuttering element in the receiving area between the two angle legs, said movement can be made parallel to the formwork skin of the other formwork element.
  • the Eckschalungselement having a metal frame may have an outer shell surface, which is planked at least over an area ratio of 80% with a wooden shell skin. This requires advantageously that nails can be introduced into a large part of the surface area of the shell surface of a corner formwork element, as is necessary, for example, for fastening Halfen rails.
  • the pull rod according to the invention may be formed as a draw tube, wherein the pull tubes of two superposed Eckschalungs instituten can be interconnected.
  • two or more stripping devices according to the invention can be stacked on top of one another and interconnected, so that they ultimately behave like a single stripping device, which then can easily have a total height of approximately 8 m.
  • actuation of the drawbar of the lowermost Eckschalungselements a movement of all coupled drawbars stacked Eckschalungs comprise, so that for example two or three stacked Ausschalvorraumen can be turned off at the same time. Because a standard crane hanger thus at the bottom tie rods can be hung, resulting in advantageously lower required crane heights than when hanging a standard crane hanger on the upper tie rods.
  • the invention comprises not only the stripping device explained above, but also a complete inner shaft formwork, in which four corner formwork elements are provided, wherein at least one further formwork element is arranged in each case between two adjacent corner formwork elements.
  • All Eckschalungs comprise and other formwork elements are connected to each other in the manner according to the invention, in particular, each of the four Eckschalungs comprise each have a pull rod with attack surface and / or coupling region.
  • an inner shaft formwork is not completely realized according to the invention, it is of course also sufficient to use only a single corner formwork element according to the invention and to use fixed or conventional corner formwork elements at the remaining corners of the inner shaft formwork. In this case, the individual formwork elements are then turned off in succession, after the drawbar of a corner formwork element according to the invention has been actuated.
  • Fig. 1 shows a plan view of a shaft formwork 10 according to the invention, which consists of an inner shaft formwork 12 and an outer shaft formwork 14.
  • Inner shaft formwork 12 and outer shaft formwork 14 are connected to each other by means of several formwork anchors 16.
  • the shaft formwork 10 has a substantially rectangular shape, wherein the inner shaft formwork 12 and the outer shaft formwork 14 are each composed of several Eckschalungs instituten and several other, extending along a plane formwork elements.
  • the essential inside of the invention inner shaft shuttering 12 consists of a total of four Eckschalungs instituten 18, to which on both sides each further, along a plane extending formwork elements 20 adjacent. Adjacent formwork elements 18, 20 are interconnected by means of suitable coupling devices 22.
  • the inner shaft formwork 12 and the outer shaft formwork 14 form between them a cavity 24, which serves to receive liquid concrete.
  • the outer shaft formwork 14 is released by loosening the coupling devices 22 and removing the individual shuttering elements of the outer shaft formwork 14 from the hardened concrete.
  • the release and removal of the inner shaft formwork 12 is the subject of the present invention and will be explained below.
  • Fig. 2 shows a detailed view of the left lower corner portion of the shaft formwork 10 according to Fig. 1 ,
  • the inner shaft formwork 12 in this corner region consists of a corner formwork element 18, which is connected at its two end regions facing away from each other with a further formwork element 20.
  • the corner formwork element 18 has two mutually perpendicular extending scarf surfaces 26, which are continued in each case by the scarf surfaces 28 of the two further formwork elements 20.
  • the corner formwork element 18 has in the region in which its two legs adjoin one another, a pull rod 30 which extends in the vertical direction perpendicular to the plane of the drawing Fig. 2 extends substantially over the entire height of the Eckschalungselements 18 therethrough.
  • the drawbar 30 is provided in accordance with the invention with an attack surface to be explained for a lever and a coupling region 32 for a pull chain.
  • the Eckschalungselement 18 with the other two formwork elements 20 is not rigid, but connected in a movable manner, which is hereinafter in connection with the Fig. 3 to 5 is explained.
  • Fig. 3a to d show in plan below yet to be described elements through which the Eckschalungselement 18 is connected to the two other formwork elements 20, wherein these elements distributed over the height of Eckschalungselement 18 and other formwork elements 20 are multiple.
  • Fig. 4a are four height ranges h 1 to h 4 located at which the in Fig. 3a each represented elements are located.
  • Fig. 3a shows the corner formwork element 18 and the two other formwork elements 20 in their switched-on position, ie in that position in which an inner shaft formwork 12 has its maximum extent and adheres to the cured concrete 34.
  • the Eckschalungselement 18 has a base portion 19 and two relatively movable coupling strip 21.
  • the two coupling strips 21 are each connected via coupling devices 22 rigidly connected to a further formwork element 20.
  • the base portions 19 have in their coupling strips 21 facing end portions each have a metallic angle section 36, 38, of which an angle leg 36 forms part of the formwork skin of the Eckschalungselements 18.
  • the other angle leg 38 extends perpendicular to the formwork skin and serves to attach the angle profile 36, 38 on the base portion 19 of the Eckschalungselements 18th
  • the two coupling strips 21 are each provided with a metallic oblique surface 40 in their respective end portions facing the angle legs 36, which, like the angle profiles 36, 38, extend over the entire height of the formwork elements 18, 20.
  • the inclined surface 40 ranges in the switched-on position according to Fig. 3a up to the hardened concrete 34 and thus adjoins in this position directly to the angle leg 36 at.
  • the corner formwork element 18 is planked over a large part of its formwork surface 26 with a nailable formwork skin 42, in particular made of wood or plastic. Only the formed by the angle leg 36 and the coupling strip 21 and a metallic bead protection profile 44 can not be nailed, thereby ensuring that in the vast majority of the shell surface 26 of the Eckschalungselements 18 nails can be driven to fasten, for example, Halfen rails.
  • guide straps 46 each extend in the horizontal direction in the direction of the drawbar 30 of the base region 19.
  • the guide straps 46 each have a slot 48 in the region of the drawbar 30, through which the drawbar 30 extends ,
  • the slots 48 are formed so as to allow a horizontal, taking place in the plane of relative movement of the guide plates 46 relative to the pull rod 30 and thus the coupling strip 21 relative to the base portion 19.
  • each of the two in Fig. 3a guide plates 46 shown on a guide slot which consists of two slide sections 50, 52.
  • the two link sections 50, 52 extend at an angle to each other, wherein the angle between the two gate sections 50, 52 is approximately 45 °.
  • the longer link section 50 extends parallel to the formwork skin 28 of that other formwork element 20 which is connected to that coupling strip 21, in the guide plate 46, the link 50, 52 is formed.
  • the shorter scenery section 52 extends from the pull rod 30 facing the end of the longer link section 50 obliquely away from the formwork 28 away.
  • a circular cross-section guide pin 54 is received, which in turn is fixedly connected to the base portion 19 of the Eckschalungselements 18.
  • the two further formwork elements 20 move with the coupling strip 21 in the direction of Fig. 3a drawn arrows, wherein the guide slot 50, 52 moves relative to the guide pin 54, that the guide pin 54 comes to rest in that area in which the shorter gate section 52 adjacent to the longer gate section 50.
  • This position is in Fig. 3b shown.
  • Fig. 4a shows an interior view of the Eckschalungselements 18 according to the Fig. 1 to 3 , which is coupled on both sides with other formwork elements 20 in the manner described.
  • Fig. 4b shows a plan view of this arrangement, but without the other two formwork elements 20. Corner formwork element 18 and other formwork elements 20 are located according to the Fig. 4a and 4b in its on state, which is the position according to Fig. 3a equivalent.
  • Fig. 4a It can be seen that the drawbar 30 is connected via a total of eight articulated levers 56 with fastening tabs 58 of the coupling strip 21, wherein the coupling strip 21 in turn are rigidly coupled to the other formwork elements 20.
  • the articulated levers 56 are articulated to both the drawbar 30 and the mounting brackets 58.
  • At the upper end of the pull rod 30 is an extension 31, via which the pull rod 30 can be coupled to the lower end of the pull rod of another corner formwork element, which can be placed on the Eckschalungselement 18.
  • the pull rod In the area of the height h 2 , the pull rod is provided with the coupling region 32 into which a pull chain or a crane hook can be suspended. Slightly below the height h 3 , the pull rod 30 is guided in a sleeve 60, which has a total of four recesses 62, in each of which an unillustrated lever can be inserted.
  • the pull rod itself has in the region of the sleeve 60 also has a recess 64 which forms a contact surface for the lever and in Fig. 4a for the most part is covered by the sleeve 60.
  • the sleeve 60 is sized so large that there is a sufficiently large distance between its recesses 62 and the recess 64 in the pull rod 30 so that a lever inserted through a recess 62 in the recess 64 by a downward pressing the lever, the pull rod 30th can lift vertically upwards.
  • a lifting movement usually takes place several times, with different recesses 62 of the sleeve 60 being used here in each case.
  • the drawbar 30 is lifted by means of the lever until the position according to Fig. 3d is reached.
  • Fig. 5a and 5b correspond to the Fig. 4a and 4b , according to the Fig. 5a and 5b already the switch-off position according to Fig. 3d is reached.
  • Out Fig. 5a It can be seen that the hinge lever 56 are also pulled by the upward movement of the pull rod 30 upwards and thereby pull the two coupling strip 21 with its other formwork elements 20 in the direction of the pull rod, so that the pivot lever 56 ultimately in Fig. 5a assume oblique position shown.
  • the recess 64 is according to Fig. 5a now in the area between the two upper recesses 62 of the sleeve 60, whereas they are in Fig. 4a has still found in the region of the two lower recesses 62 of the sleeve 60.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
EP10779724.3A 2009-11-25 2010-11-22 Ausschalvorrichtung Revoked EP2480735B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102009055690A DE102009055690A1 (de) 2009-11-25 2009-11-25 Ausschalvorrichtung
PCT/EP2010/007071 WO2011063922A1 (de) 2009-11-25 2010-11-22 Ausschalvorrichtung

Publications (2)

Publication Number Publication Date
EP2480735A1 EP2480735A1 (de) 2012-08-01
EP2480735B1 true EP2480735B1 (de) 2014-08-27

Family

ID=43536384

Family Applications (1)

Application Number Title Priority Date Filing Date
EP10779724.3A Revoked EP2480735B1 (de) 2009-11-25 2010-11-22 Ausschalvorrichtung

Country Status (7)

Country Link
EP (1) EP2480735B1 (ru)
KR (1) KR20120099701A (ru)
CN (1) CN102667031A (ru)
CA (1) CA2781450C (ru)
DE (1) DE102009055690A1 (ru)
RU (1) RU2519316C2 (ru)
WO (1) WO2011063922A1 (ru)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202020103902U1 (de) 2020-07-06 2021-10-11 Peri Ag Schachteckenschalung

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103266762B (zh) * 2012-11-21 2016-12-28 Nemi-Sens株式会社 一种带有位置传感器的混凝土模板脱板用铆钉去除装置
KR20150004105U (ko) * 2013-02-18 2015-11-10 도카 게엠베하 거푸집 패널 및 거푸집 시스템
CN104264982B (zh) * 2014-10-09 2016-08-17 深圳汇林达科技有限公司 一种散拼早拆建筑模板体系及其搭建方法
CN105604314B (zh) * 2016-01-25 2017-10-31 中国建筑第八工程局有限公司 工具式快拆模架组合体系
DE102017222868A1 (de) 2017-12-15 2019-06-19 Peri Gmbh Eckschalungselement zur Ein- und Ausschalung von Innenecken
DE102018203764A1 (de) * 2018-03-13 2019-09-19 Peri Gmbh Verbinder
EP3572198B1 (de) * 2018-05-24 2020-09-23 RATEC Maschinenentwicklungs- und Verwaltungs-GmbH Schalungskern für ein schalungssystem zum betonieren eines glockenkörpers
US11008765B2 (en) * 2018-06-15 2021-05-18 Wilian Holding Co. Self-stripping corner form
CN109162444A (zh) * 2018-11-13 2019-01-08 中冶建工集团有限公司 C形管卡及采用该管卡的剪力墙端部模板固定结构
EP3832052A1 (de) * 2019-12-04 2021-06-09 Umdasch Group NewCon GmbH Schalung zur herstellung einer tür/fensteraussparung in eine betonwand oder deckenelement
AU2020401400A1 (en) * 2019-12-13 2022-06-09 Somero Enterprises, Inc. Machine for removing formwork from ceiling structure
WO2022048881A1 (en) * 2020-09-03 2022-03-10 Faresin Formwork S.p.A. Apparatus for the angular connection of formwork panels for concrete castings

Family Cites Families (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1123841A (fr) * 1955-03-22 1956-09-28 Perfectionnements aux dispositifs de moulage, notamment pour boisseaux de cheminée
DE2200152C3 (de) * 1972-01-04 1983-03-17 Peri-Werk Artur Schwörer GmbH & Co KG, 7912 Weißenhorn Vorrichtung zum Schalen von Betonwänden
US3825220A (en) * 1972-11-07 1974-07-23 E Schmaltz Concrete form work joint members
DE2321502A1 (de) * 1973-04-27 1974-11-14 Hubmann Georg Kletterschalung fuer schaechte, hohlwaende und dgl
DE2812974A1 (de) * 1978-03-23 1979-10-04 Schoenwald Ag Verschalungseinheit fuer schalungen zur verwendung fuer die errichtung von bauwerken
SU996680A1 (ru) * 1981-07-06 1983-02-15 Проектно-Технологический Трест "Оргтехстрой" Министерства Строительства Литсср Блочна опалубка
SU998699A1 (ru) * 1981-07-27 1983-02-23 Государственный Проектный Институт "Кишиневгорпроект" Блочна опалубка
RU2025562C1 (ru) * 1991-04-30 1994-12-30 Шакиров Шаукат Галиевич Блочная опалубка
CN2229491Y (zh) * 1995-09-22 1996-06-19 戴红妹 螺杆控制伸缩的筒模
DE19600794C2 (de) * 1996-01-11 1999-10-21 Igor Patselya Ausschalungsvorrichtung
DE19841119A1 (de) * 1998-09-09 2000-03-16 Gerd Kinast Wiederverwendbare Aussparungsschalung für die Anfertigung von Schächten und die maschinelle Herstellung von Betonfertigteilen mit Öffnungen für Fenster und Türen
DE10212747B4 (de) * 2002-03-22 2013-05-29 Peri Gmbh Ein- und Ausschalvorrichtung
DE202005006645U1 (de) * 2005-04-26 2005-07-21 Doka Industrie Gmbh Drehantrieb für ein Teil eines Schalungselements und Schalungselement mit einem Drehantrieb
CN201121413Y (zh) * 2007-11-05 2008-09-24 江苏南通三建集团有限公司 筒式电动爬升模板

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202020103902U1 (de) 2020-07-06 2021-10-11 Peri Ag Schachteckenschalung
DE102021117304A1 (de) 2020-07-06 2022-01-13 Peri Ag Schachteckenschalung

Also Published As

Publication number Publication date
CA2781450A1 (en) 2011-06-03
WO2011063922A1 (de) 2011-06-03
KR20120099701A (ko) 2012-09-11
CA2781450C (en) 2017-05-23
RU2519316C2 (ru) 2014-06-10
EP2480735A1 (de) 2012-08-01
CN102667031A (zh) 2012-09-12
DE102009055690A1 (de) 2011-05-26
RU2012126111A (ru) 2013-12-27

Similar Documents

Publication Publication Date Title
EP2480735B1 (de) Ausschalvorrichtung
EP3827146B1 (de) Hubantrieb für ein schienengeführtes klettersystem und verfahren zum klettern eines schienengeführten klettersystem
EP1899549B1 (de) Kletterzylinder einer selbstkletterschalung
EP2279310B1 (de) Schienengeführtes selbstkletterschalungssystem mit kletterschienen-verlängerungsstücken
DE60111852T2 (de) Selbsthebende plattformvorrichtung
EP2210979B1 (de) Schalungsvorrichtung, insbesondere zum Betonieren einer Gesimskappe, mit verfahrbarem Schalungshalter, auf dem ein Außenschildträger verfahrbar ist
AT503924B1 (de) Kletterschalung zum betonieren einer wand eines bauwerks
EP3572198B1 (de) Schalungskern für ein schalungssystem zum betonieren eines glockenkörpers
DE2040328B2 (de) Fahrbare Rauminnenschalung für Beton und Stahlbetonbauten
EP2995749B1 (de) Verfahren und vorrichtung zum absenken eines schalungs- oder schutzelements
DE2354696A1 (de) Tragteil fuer bauformen
EP2910687B1 (de) Vorrichtung und verfahren zur herstellung eines mehrere tunnelabschnitte aufweisenden tunnels
DE2006429A1 (de) Kran mit einem ausziehbaren Ausleger oder Turm
EP2798133B1 (de) Paneel für eine system-deckenschalung und system-deckenschalung
WO2019115823A1 (de) Eckschalungselement zur ein- und ausschalung von innenecken
DE1808989C3 (de) Vorrichtung zum Herstellen von monolithischen, mit einer offenen Seite nach unten weisenden Stahlbetonraumzellen, insbesondere Fertiggaragen, unter Flur
DE10243356B4 (de) Zerlegbares Gerüst
EP1347120B1 (de) Schalung mit Ein- und Ausschalvorrichtung
DE2752303A1 (de) Doppelseitige schalwand
DE2200152A1 (de) Vorrichtung zum schalen von betonwaenden
DE2046903A1 (de) Verfahren zum Herstellen eines Glocken korpers fur größere Bauzellen und Vornch tung zum Ausfuhren des Verfahrens
DE2711116A1 (de) Schalung zur herstellung von raumzellen, wie fertiggaragen o.dgl.
DE2513643A1 (de) Anlage zum herstellen von raumzellen
DE891919C (de) !Bewegliche Form für die abschnitt- und lagenweise Herstellung von Gebäudewänden aus Beton u. dgl
AT354926B (de) Vorrichtung zum herstellen von plattenartigen betonelementen

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 20120423

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

RIN1 Information on inventor provided before grant (corrected)

Inventor name: ALTAVINI, SERGIO

Inventor name: RENZ, BERND

DAX Request for extension of the european patent (deleted)
GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAJ Information related to disapproval of communication of intention to grant by the applicant or resumption of examination proceedings by the epo deleted

Free format text: ORIGINAL CODE: EPIDOSDIGR1

INTG Intention to grant announced

Effective date: 20140319

INTC Intention to grant announced (deleted)
GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE PATENT HAS BEEN GRANTED

INTG Intention to grant announced

Effective date: 20140319

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 684622

Country of ref document: AT

Kind code of ref document: T

Effective date: 20140915

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502010007775

Country of ref document: DE

Effective date: 20141002

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

REG Reference to a national code

Ref country code: NL

Ref legal event code: VDEP

Effective date: 20140827

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20140827

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20141229

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20141127

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20140827

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20140827

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20140827

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20141128

Ref country code: NO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20141127

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: RS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20140827

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20141227

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20140827

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20140827

Ref country code: HR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20140827

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20140827

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20140827

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20140827

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20140827

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20140827

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20140827

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20140827

REG Reference to a national code

Ref country code: DE

Ref legal event code: R026

Ref document number: 502010007775

Country of ref document: DE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20140827

PLBI Opposition filed

Free format text: ORIGINAL CODE: 0009260

PLAB Opposition data, opponent's data or that of the opponent's representative modified

Free format text: ORIGINAL CODE: 0009299OPPO

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20141122

Ref country code: MC

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20140827

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20141130

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

26 Opposition filed

Opponent name: ULMA C Y E, S. COOP.

Effective date: 20150527

PLAX Notice of opposition and request to file observation + time limit sent

Free format text: ORIGINAL CODE: EPIDOSNOBS2

R26 Opposition filed (corrected)

Opponent name: ULMA C Y E, S. COOP.

Effective date: 20150527

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20141130

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20141130

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20141122

PLAF Information modified related to communication of a notice of opposition and request to file observations + time limit

Free format text: ORIGINAL CODE: EPIDOSCOBS2

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 6

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20140827

PLBB Reply of patent proprietor to notice(s) of opposition received

Free format text: ORIGINAL CODE: EPIDOSNOBS3

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SM

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20140827

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO

Effective date: 20101122

Ref country code: MT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20140827

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20140827

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 7

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 684622

Country of ref document: AT

Kind code of ref document: T

Effective date: 20151122

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20151122

APBM Appeal reference recorded

Free format text: ORIGINAL CODE: EPIDOSNREFNO

APBP Date of receipt of notice of appeal recorded

Free format text: ORIGINAL CODE: EPIDOSNNOA2O

APAH Appeal reference modified

Free format text: ORIGINAL CODE: EPIDOSCREFNO

APBQ Date of receipt of statement of grounds of appeal recorded

Free format text: ORIGINAL CODE: EPIDOSNNOA3O

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 8

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20140827

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20140827

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20201029

Year of fee payment: 11

Ref country code: DE

Payment date: 20201028

Year of fee payment: 11

Ref country code: GB

Payment date: 20201029

Year of fee payment: 11

REG Reference to a national code

Ref country code: DE

Ref legal event code: R064

Ref document number: 502010007775

Country of ref document: DE

Ref country code: DE

Ref legal event code: R103

Ref document number: 502010007775

Country of ref document: DE

APBU Appeal procedure closed

Free format text: ORIGINAL CODE: EPIDOSNNOA9O

RDAF Communication despatched that patent is revoked

Free format text: ORIGINAL CODE: EPIDOSNREV1

RDAG Patent revoked

Free format text: ORIGINAL CODE: 0009271

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: PATENT REVOKED

REG Reference to a national code

Ref country code: FI

Ref legal event code: MGE

27W Patent revoked

Effective date: 20210223

GBPR Gb: patent revoked under art. 102 of the ep convention designating the uk as contracting state

Effective date: 20210223

REG Reference to a national code

Ref country code: AT

Ref legal event code: MA03

Ref document number: 684622

Country of ref document: AT

Kind code of ref document: T

Effective date: 20210223