EP0811099B1 - Coffrage avec element de coffrage en voute - Google Patents

Coffrage avec element de coffrage en voute Download PDF

Info

Publication number
EP0811099B1
EP0811099B1 EP96904047A EP96904047A EP0811099B1 EP 0811099 B1 EP0811099 B1 EP 0811099B1 EP 96904047 A EP96904047 A EP 96904047A EP 96904047 A EP96904047 A EP 96904047A EP 0811099 B1 EP0811099 B1 EP 0811099B1
Authority
EP
European Patent Office
Prior art keywords
haunch
formwork
carriers
carrier
reinforcing
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
EP96904047A
Other languages
German (de)
English (en)
Other versions
EP0811099A1 (fr
Inventor
Kurt Jaruzel
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.)
PASCHAL-WERK G MAIER GmbH
Original Assignee
PASCHAL-WERK G MAIER 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 PASCHAL-WERK G MAIER GmbH filed Critical PASCHAL-WERK G MAIER GmbH
Publication of EP0811099A1 publication Critical patent/EP0811099A1/fr
Application granted granted Critical
Publication of EP0811099B1 publication Critical patent/EP0811099B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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
    • E04G11/02—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for rooms as a whole by which walls and floors are cast simultaneously, whole storeys, or whole buildings
    • 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
    • E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04—Lining with building materials
    • E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
    • E21D11/102—Removable shuttering; Bearing or supporting devices therefor

Definitions

  • the invention relates to formwork with at least one level or curved formwork panel and with one in the use position attached to their lower and / or upper edge if necessary Cove formwork element, the formwork skin after fixing the Angle between formwork panel and haunch formwork element on stiffening girders the formwork panel and on the haunch girders of the Cove formwork element can be attached and the stiffening girders and haunch beam connected to each other at the haunch angle are.
  • the invention has for its object a formwork to create the type mentioned above, which faster different dimensions of haunches to be shuttered or diagonally running wall extensions can be adjusted.
  • the solution to this problem is that the hauncher on the formwork panels by means of a joint that is approximately parallel axis pivoting to the formlining are pivotally attached and the haunch straps are adjustable in length and that the joints for the pivoting haunch carriers between this and one each engaging on a bracing member Connection part or a plug-in part for plugging in from Hollow profiles formed stiffeners are arranged.
  • DE-A-35 36 816 already offers the possibility of one variable angular position between two connected levels Components with the help of a joint and thereby hinge corners known for large-area formwork. However, this is only the change of direction of a wall formwork possible to round or To form polygon structures.
  • the articulated connection of the haunch girders to the bracing girders facilitates the adaptation to different haunch angles, because now after solving one appropriate fixation of the joint the desired Angle can be easily adjusted.
  • the length adjustability the haunch carrier makes it easier to change the Height and width of the haunch and thus also from the ground length of the sloping cove surface leading to the wall. Especially it is favorable if the haunch carriers are articulated to the Attack stiffeners and additionally in length are adjustable so that, for example, only the height of the haunch can be changed, but the width is left as it is a corresponding length adjustment with simultaneous Pivoting can be achieved.
  • a particularly simple embodiment of the invention can be found therein consist that the haunch carrier from at least two telescopically nested carrier parts assembled and the Support parts for adjusting the length of the haunch supports in different shift positions can be determined.
  • the larger cross-section of the support part can be close to the joint be arranged so that the smaller in cross section, in this Larger support part inserted and insertable support part forms the free end facing away from the bracing members.
  • the haunch beam can each have a foot piece or the like for attacking a Anchor, for example a ground anchor, especially opposite the haunch carrier be pivotally attached, the Swivel axis parallel to that of the joint between haunch support and bracing can run.
  • a Anchor for example a ground anchor
  • the haunch girder changed compared to the stiffening girder, can then with the help of the foot and its pivotability nevertheless a firm support can be created on the floor where this foot can be fixed with an anchor.
  • the haunch beam there is also a curved base be provided immediately, but enables one in everyone Angular position fixed and flat on the base or the Ground foot better anchorage, so that in front especially in this area, in which the highest when concreting Concrete pressures occur, these forces are well withstood can.
  • the foot pieces can be made from a formwork panel and haunch element composite formwork element by a Belting can be connected to each other, which is the stiffness and if necessary, the synchronous angle and / or length setting the haunchbearer improved.
  • the Adjustment of the formwork to different dimensions relieved and improved may be that about a joint connected to the haunch beam, especially insert, opposite the associated stiffening girder the formwork in the direction of orientation Stiffening girder - i.e. in its longitudinal direction - adjustable, preferably continuously adjustable, and fixable is.
  • the distance of the joint from the lower end the stiffening girders are changed, i.e. the beginning of the actual haunch in relation to the floor or to the formwork panel be adjusted in height.
  • Claim 6 gives a particularly favorable cross-sectional shape Stiffening brackets and the plug-in parts, which allows the formwork board around a generally vertical axis, i.e. one to bend the axis arranged at right angles to the course of the haunch, so that the haunch itself has a corresponding one has an arcuate course. This is the case with round containers, for example or other liquid pools with curved walls advantageous.
  • the cross-sectional shape explained in claim 6 allows namely when setting the corresponding Curvature of the formwork panel a good adjustment of the U-leg of the bracing to such a curvature, itself if appropriate insert parts from these stiffening beams are included, since these plug-in parts are such Allow adjustment when setting such a curvature. At the same time it is ensured that both the bracing beams as well as the plug-in parts mounting flanges for fixing have on the formwork skin and still fit together.
  • Claim 7 contains features and measures about the structure of the Plug-in parts, which makes this very easy to use for the displaceability compared to the stiffening beams provided slot can be provided as a longitudinal guide.
  • Claim 8 gives an appropriate cross section for the haunch carriers and also an advantageous option the mutual attachment of the relatively displaceable Carrier parts, with a continuous through the slot mutual adjustment is made possible while individual Cross perforations on both support parts only one step Length adjustment could be achieved, but in some Cases might suffice.
  • abutments for one running in length between these two abutments changeable clamping element for setting and setting the Angle provided between the stiffening beam and cove beam be.
  • a practical and easy to use embodiment of the Clamping element is specified in claim 10.
  • a accordingly formed clamping element can transmit high forces and is nevertheless very easily adjustable in length to thereby to change the angular position and then also the changed one Determine angular position.
  • This formwork has a flat or possibly also around vertical axes curved formwork panel 7 and one in the use position at its lower edge 8 in a manner to be described attached cove formwork element 9, the formwork skin 4th after determining the angle between formwork panel 7 and cove formwork element 9 on stiffening beams 10 of the formwork panel 7 and can be attached to haunch girders 11 of haunch formwork element 9 and the stiffening girders 10 and the haunch girders 11 under the haunch angle are connected.
  • the joints 12 for the pivotable Cove carrier 11 between these and one at a time Stiffening beam 10 attacking connecting part in Embodiment an insertion part 14 for insertion in stiffening brackets 10 formed from hollow profiles (cf. also Figures 6 and 7) arranged.
  • This over the joint 12 with the Cove carrier 11 connected connecting or insertion part 14 is compared to the associated stiffening beam 10 Formwork panel 7 in the orientation or longitudinal direction this stiffening girder 10, that is to say in the exemplary embodiment in vertical direction, adjustable, expediently stepless adjustable, releasably fixable and also removable.
  • haunch carrier 11 Another possibility, which by an angle adjustment on Joint 12 arising height difference at the bottom end to compensate for the cove formwork element 9, the length adjustability of haunch carrier 11 itself.
  • the haunch carrier 11 from at least two telescopically movable support parts 11a and 11b assembled and these carrier parts 11a and 11b for the adjustment of the length of the haunch carrier 11 in different displacement positions can be determined.
  • the height difference clearly visible in Fig. 3 the lower end of the haunch carrier 11 at their Compensate for pivoting by also adjusting the length becomes. This also ensures that the formwork panel 7 their position when the haunch dimensions change can maintain.
  • This foot piece 16 is opposite Cove carrier 11 can also be pivoted about a joint 18, wherein the pivot axis 19 parallel to the pivot axis 13 of the joint 12 between haunch girder 11 and stiffening girder 10 or Insert part 14 runs. So it is possible, despite the Pivoting the haunch beam 11 on the hinge 12 the anchor plate 17 parallel to yourself to adjust by a corresponding Counter-pivoting on the joint 18 takes place as in Fig. 3 is indicated.
  • FIGS. 6 and 7 show the cross-sectional shape of the Stiffening beam 10 and the plug-in parts interacting therewith 14 of the haunch scarf element 9, the cross-sectional shape is coordinated that the formwork panels 7 and the cove formwork elements 9 about an axis perpendicular in the exemplary embodiment should be able to be curved, either with a convex or a concave curvature to a vertical wall to be able to shell, which has an arcuate course. This is for example in clarifiers with a circular cross-section or similar containers required.
  • the bracing 10 of the formwork panel 7 in the exemplary embodiment an approximately U-shaped cross section, whose U-legs 23 are connected by a U-cross bar 24, which is on the side facing away from the formlining 4 located.
  • the U-legs 23 run in cross section seen from the U-cross bar 24 diagonally apart and have at their free ends or edges - again in Cross section seen - from the U-legs 23 to the outside protruding, ie facing away from each other mounting flanges 25 for gripping the formlining 4, as shown in FIGS. 6 and 7 is indicated.
  • the insertion part 14 of the haunch carrier 11, which with this connected via the hinge 12 also has a U-shaped Cross-section with one another seen obliquely in cross-section arranged U-legs 26, wherein the helix angle of the U-leg 26 of the at least partially in the use position within the stiffening beam 10 section of the Insert part 14 with the formlining 4 inside his Cross section relative to the corresponding angle of him encompassing, outer section of the stiffening girder 10 is blunt and bigger.
  • This causes the light Width between the U-legs 26 on the formlining 4 in the internal insertion part 14 at least by the total width the mounting flanges provided there, directed away from each other 27 less than with the external bracing 10 is.
  • the mounting flanges 25 of the stiffening beam 10 and the mounting flanges 27 of the insert 14 flat formlining 8 lie side by side in the same plane.
  • the 6 and 7 recognizable curvature of the mounting flanges 25 and 27 facilitate the aforementioned curvature of the formwork skin 4 compared to the flat position shown by a parallel to
  • the longitudinal direction of the stiffening beam 10 6 perpendicular to the plane of the drawing in FIGS Axis of curvature.
  • Fig. 6 and 7 and also Fig. 3 to 5 illustrate that the U-crossbars 28 of the plug-in parts 14 on the U-transverse webs 24 Bracing bracket 10 - over the common insertion length - lie next to each other, approximately corresponding in width, whereby of course, the inner crossbars 28 under certain circumstances are slightly shorter than the outer U crosspieces 24, and releasably connectable to each other in a manner to be described or are connected according to FIG. 7.
  • the plug-in part 14 is approximately two in the embodiment Z-shaped, a slot spacing in the area of the U-cross bar 28 facing each other, symmetrical to a longitudinal median plane arranged carrier profiles composed, which by Cross connector or inside the U-crossbar Cross plates 35 and in particular one at the end near the joint arranged cross member 36 are held together.
  • On this one Joint 12 near cross bar 36 engages an arm 12a of the joint 12 and is welded there in particular, so that thereby in a simple way also the stable and rigid connection between haunch carrier 11 and insert part 14 with in between arranged joint 12 is made.
  • the plug-in parts 14 of the haunch formwork elements 9 intervene the property of the entire formwork remains obtained and is also realized on the cove formwork elements 9, that this is adjustable and changeable in its curvature are.
  • the formwork according to the invention can therefore not only be used for level, but also for almost any vertical axis curved concrete walls are used and adapted to it.
  • the haunch beam 11 has a square, have a rectangular cross section in the exemplary embodiment, wherein the longer sides of the rectangle roughly perpendicular to the formlining 4 and the shorter sides of the rectangle are arranged parallel to it.
  • the one carrier part 11a has a transverse perforation 37 or Cross bore and the other support part slidable relative to it 11b, in the embodiment of the inside of the carrier part 11a located support part 11b to this transverse perforation 37th matching slot 38 for mutual adjustment and Down.
  • a nut 39 or possibly another Part with internal thread attached to a counter plate 40, for example is welded on, relative to which of the inner Carrier part 11b of haunch carrier 11 is displaceable.
  • On this nut 39 is one from the outside through the transverse perforation 37 of the outer haunch support part 11a engaging screw 41 or possibly a threaded bolt, releasable and lockable screwable. This will make mutual Adjustability and fixability of the two support parts 11a and 11b, tightening the screw 41 one appropriate jamming in the selected position results.
  • the long slot 38 could of course also on that outer support member 11a may be provided while on the internal carrier part 11b then a corresponding projecting Counterpart, penetrating this long slot would have to be provided. In any case, it results from this Combination of an adjustable guide a stepless Adjustability with definition in any setting position.
  • a adjustable in length strap 43 are provided by means of which stiffened the entire formwork and also its curvature can be set and changed.
  • engage both the stiffening beams 10 and the Haunchers 11 such straps 43, while on the Foot pieces the already mentioned trusses 21 as an abutment for Formwork tie rods 22 are provided.
  • variable in length Clamping element 46 for setting and setting the angle between Stiffening girders 10 and haunch girders 11 are provided.
  • This clamping element is in the exemplary embodiment 46 for the angular position between the bracing 10 and Cove carrier 11 a clamping sleeve with opposing internal threads at both ends and threaded bolt pieces engaging therein 47.
  • Fig.2 is also indicated that parallel to the Stiffening girders 10 and the haunch girders 11 extending respective, in the exemplary embodiment, vertical edge of the formwork panel 7 and the haunch scarf element 9 a common end web 48 is arranged in the area of the joint or the beginning the haunch has a kink corresponding to the set angle in particular has prefabricated.
  • This on both sides of the Formwork panel 7 and cove formwork element 9 existing formwork element located end webs 48 can serve such Formwork elements each continue to each other connect so that their respective formlining 4 is aligned.
  • a formwork or a formwork element for a haunch formwork is made of a flat or curved formwork panel 7 and one on their cove formwork element, which is usually attached to the lower edge 9 composed.
  • the formlining 4 on the formwork panel 7 possibly already attached or after their curvature can be attached later, is supplemented by a Formwork skin 4 on the haunch formwork element 9 and is after it Definition of the angle between formwork panel 7 and cove formwork element 9 attached.
  • the stiffening beams 10 and the haunch beam 11 connected to each other at the haunch angle.
  • haunch girders 11 on the bracing girders 10 via Hinge 12 around an approximately parallel to the formwork skin 4 Axis 13 is pivotally attached and / or the haunch carrier 11 adjustable in length.
  • the connection between the haunch girders 11 and the bracing girders 10 due to different engagement depths or insertion lengths also be changeable.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Catalysts (AREA)
  • Polyesters Or Polycarbonates (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Claims (10)

  1. Coffrage avec au moins un panneau de coffrage (7) plat ou courbé et avec un élément de coffrage en voûte (9) fixé, en position d'utilisation, au bord inférieur et/ou le cas échéant supérieur du panneau de coffrage (7), le revêtement de coffrage (4), après détermination de l'angle entre le panneau de coffrage (7) et l'élément de coffrage en voûte (9), pouvant être fixé sur des supports en voûte (11) de l'élément de coffrage en voûte (9), les supports raidisseurs (10) et les supports en voûte (11) étant raccordés entre eux sous l'angle de voûte, caractérisé en ce que les supports en voûte (11) sont fixés aux supports raidisseurs (10) de façon pivotante autour d'un axe (13) à peu près parallèle au revêtement de coffrage (4) au moyen d'une articulation (12), que les supports en voûte (11) sont réglables en longueur, et que les articulations (12) pour les supports en voûte (11) sont placées entre ces derniers et respectivement une pièce de raccordement ayant prise sur un support raidisseur ou une pièce à insérer (14) pour l'insérer dans un support raidisseur (10) formé de profilés creux.
  2. Coffrage selon la revendication 1, caractérisé en ce que les supports en voûte (11) sont composés d'au moins ceux pièces de support (11a, 11b) coulissantes l'une dans l'autre de façon télescopique, et que les pièces de support sont réglables dans différentes positions de coulissement pour le réglage de la longueur des supports en voûte (11).
  3. Coffrage selon la revendication 1 ou 2, caractérisé en ce que sur l'extrémité libre, notamment du côté du sol, des supports en voûte (11), un pied (16) ou un élément similaire pour la prise d'une ancre (17), en particulier en face du support en voûte (11), est respectivement installé de façon pivotante, l'axe de rotation (19) étant parallèle à celui de l'articulation (12) située entre le support en voûte (11) et le support raidisseur (10).
  4. Coffrage selon la revendication 3, caractérisé en ce que les pieds (16) peuvent être raccordés les uns aux autres car des moises et/ou qu'au moins deux pieds (16) contigus présentent une traverse (21) installée notamment de manière amovible, en particulier sur des avances (20) saillantes ou surélevées situées en face de leurs articulations (18), cette traverse servant de butée pour une tige d'ancrage du coffrage (22).
  5. Coffrage selon l'une des revendications 1 à 4, caractérisé en ce que la pièce de raccordement, notamment la pièce à insérer (14), reliée au support en voûte (11) au moyen d'une articulation (12) est réglable, de préférence réglable progressivement, et peut être bloquée en face du support raidisseur (10) du panneau de coffrage (7) correspondant dans le sens d'orientation de ce support raidisseur (10).
  6. Coffrage selon l'une des revendications 1 à 5, caractérisé en ce que les supports raidisseurs (10) du panneau de coffrage (7) présentent une section à peu près en forme de U dont les côtés en U (23) sont reliés par une entretoise transversale en forme de U (24), laquelle se trouve sur le côté opposé au revêtement de coffrage (4), et dont les côtés en U (23), vus en coupe, divergent en diagonale à partir de l'entretoise transversale en forme de U (24) et ont, sur leurs extrémités libres, - vu en coupe - des brides de fixation (25) pour la prise sur le revêtement de coffrage (4), dépassant des côtés en U (23) vers l'extérieur, détournées les unes des autres, et en ce que la pièce à insérer (14) du support en voûte (11) a également une section en forme de U avec des côtés en U (26) obliques les uns par rapport aux autres en coupe, l'angle d'inclinaison des côtés en U (26) de la partie de la pièce à insérer (14), située au moins en partie à l'intérieur du support raidisseur (10) en position d'utilisation, avec le revêtement de coffrage (4) étant plus obtus ou plus grand à l'intérieur de sa section par rapport à l'angle correspondant de la partie du support raidisseur (10) l'entourant et située à l'extérieur, et en ce que l'écartement entre les côtés en U (26), sur le revêtement de coffrage (4), dans le cas de la pièce à insérer (14) située à l'intérieur, est plus petit que dans le cas du support raidisseur (10) extérieur d'au moins la largeur totale des brides de fixation (27) qui y sont prévues et sont détournées les unes des autres, et en ce que les brides de fixation (25, 27) du support raidisseur (10) et de la pièce à insérer (14) sont situées, dans le cas d'un revêtement de coffrage (4) plat, les unes à côté des autres sur le même niveau.
  7. Coffrage selon la revendication 6, caractérisé en ce que la pièce à insérer (14) est composée de deux profils de support à peu près en forme de Z, présentant un intervalle d'encoche l'un par rapport à l'autre dans la partie de l'entretoise transversale en U (28), placés notamment de manière symétrique par rapport à un niveau longitudinal central, lesquels profils de support sont maintenus ensemble au moyen d'attaches transversales ou de tôles transversales (35) situées dans l'espace intérieur de la section en U et notamment au moyen d'un longeron transversal (36) placé sur l'extrémité proche de l'articulation, et en ce que l'un des bras (12a) de l'articulation a prise, en particulier par soudure, sur ce longeron transversal (36) proche de l'articulation.
  8. Coffrage selon l'une des revendications 1 à 7, caractérisé en ce que les supports en voûte (11) ont une section carrée, notamment rectangulaire, et en ce que l'une des pièces de support (11a) présente une perforation transversale (37) et que l'autre pièce de support (11b) coulissante par rapport à la première pièce de support présente une fente longitudinale (38) s'adaptant à cette perforation transversale (37) pour le réglage et le blocage de ces pièces.
  9. Coffrage selon l'une des revendications 1 à 8, caractérisé en ce que sur le côté extérieur du support en voûte (11) d une part, et sur le côté extérieur du support raidisseur (10) correspondant dautre part, sont prévues des butées (44, 45) pour un élément de serrage (46) passant entre ces deux butées (44, 45) de longueur modifiable pour permettre le réglage et la détermination de l'angle entre le support raidisseur (10) et le support en voûte (11).
  10. Coffrage selon la revendication 9, caractérisé en ce que l'élément de serrage (46) pour le réglage de l'angle entre le support raidisseur (10) et le support en voûte (11) est une douille de serrage avec des pas en sens inverse à ses deux extrémités et des parties de boulons filetés (47) y ayant prise.
EP96904047A 1995-02-23 1996-02-09 Coffrage avec element de coffrage en voute Expired - Lifetime EP0811099B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE19506315 1995-02-23
DE19506315A DE19506315C1 (de) 1995-02-23 1995-02-23 Schalung mit einem Voutenschalelement
PCT/EP1996/000557 WO1996026337A1 (fr) 1995-02-23 1996-02-09 Coffrage avec element de coffrage en voute

Publications (2)

Publication Number Publication Date
EP0811099A1 EP0811099A1 (fr) 1997-12-10
EP0811099B1 true EP0811099B1 (fr) 1998-10-14

Family

ID=7754844

Family Applications (1)

Application Number Title Priority Date Filing Date
EP96904047A Expired - Lifetime EP0811099B1 (fr) 1995-02-23 1996-02-09 Coffrage avec element de coffrage en voute

Country Status (12)

Country Link
EP (1) EP0811099B1 (fr)
AT (1) ATE172268T1 (fr)
AU (1) AU694617B2 (fr)
BR (1) BR9607252A (fr)
CZ (1) CZ292786B6 (fr)
DE (2) DE19506315C1 (fr)
DK (1) DK0811099T3 (fr)
HK (1) HK1005519A1 (fr)
MY (1) MY116493A (fr)
RU (1) RU2152494C1 (fr)
WO (1) WO1996026337A1 (fr)
ZA (1) ZA961177B (fr)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ATE260393T1 (de) * 1998-11-16 2004-03-15 Rund Stahl Bau Gmbh & Co Gerüst für eine schalung zur herstellung einer voute
CN103266759B (zh) * 2013-05-14 2016-04-27 中国葛洲坝集团股份有限公司 环形条带牛腿混凝土模板装置及模板
CN106760501B (zh) * 2017-03-14 2023-11-24 中铁十七局集团第三工程有限公司 一种可调节腋角成型模板
CN107762139B (zh) * 2017-09-30 2019-10-18 中国一冶集团有限公司 现浇混凝土加腋墙铝合金倒角模板支撑固定装置及方法
CN108952770A (zh) * 2018-09-30 2018-12-07 中铁六局集团广州工程有限公司 一种放坡明挖隧道矩形结构衬砌外模台车
AU2019409113B2 (en) * 2018-12-18 2023-05-18 Inventio Ag Building site device having a climbing formwork and an elevator system
CN112709149A (zh) * 2020-12-28 2021-04-27 中铁广州工程局集团有限公司 一种斜拉桥叠合梁桥面翼缘的施工方法

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1534865A1 (de) * 1963-01-09 1971-12-30 Lorenz Kesting Vorrichtung zum Einschalen raumgrosser Bauwerke
FR2102571A5 (fr) * 1970-08-10 1972-04-07 Midavaine Jean Marc
DE2154690A1 (de) * 1971-11-03 1973-06-14 Kaeuferle Stahlbau J Schalungsanordnung fuer betonbaukoerper
DE2341212C3 (de) * 1973-08-16 1978-07-06 Karrena Gmbh, 4000 Duesseldorf An einem Schalungsgerüst gehaltene Schalungsanordnung
DE3536816A1 (de) * 1985-10-16 1987-04-16 Josef Maier Schalung fuer rund- oder vieleckbauten
DE4322271C2 (de) * 1993-07-05 1997-08-07 Maier G Paschal Werk Schaltafel mit Träger mit etwa U-förmigem Querschnitt
DE9309960U1 (de) * 1993-07-05 1993-08-26 Maier G Paschal Werk Schaltafel mit Träger mit etwa U-förmigem Querschnitt

Also Published As

Publication number Publication date
ZA961177B (en) 1996-08-22
AU4830096A (en) 1996-09-11
WO1996026337A1 (fr) 1996-08-29
RU2152494C1 (ru) 2000-07-10
DE59600674D1 (de) 1998-11-19
DK0811099T3 (da) 1999-06-28
CZ245997A3 (cs) 1998-02-18
HK1005519A1 (en) 1999-01-15
MY116493A (en) 2004-02-28
AU694617B2 (en) 1998-07-23
BR9607252A (pt) 1997-12-30
DE19506315C1 (de) 1996-09-12
CZ292786B6 (cs) 2003-12-17
EP0811099A1 (fr) 1997-12-10
ATE172268T1 (de) 1998-10-15

Similar Documents

Publication Publication Date Title
DE4116439C1 (fr)
DE60304219T2 (de) Vorrichtung zum herstellen einer verschiebbaren wandkonstruktion
EP3384108B1 (fr) Pièce de coffrage et coffrage de dalles comprenant une telle pièce de coffrage
DE202006003836U1 (de) Deckenschalungssystem
DE2040328B2 (de) Fahrbare Rauminnenschalung für Beton und Stahlbetonbauten
DE102012211384A1 (de) Stütze für Betonierungsschalungen
DE102019107461A1 (de) Halterung zum Halten eines Geländerbestandteils an einem Decken-Schalungspaneel
WO1988003203A2 (fr) Systeme modulaire de construction
EP0811099B1 (fr) Coffrage avec element de coffrage en voute
EP1544377A1 (fr) Element de coffrage pour murs courbes
EP0369153B1 (fr) Dispositif pour la fixation d'éléments auxiliaires aux panneaux de coffrage
CH673670A5 (fr)
DE2063126A1 (de) Bausatz für ein Schalungssystem und/ oder -Gerüst
DE4322271C2 (de) Schaltafel mit Träger mit etwa U-förmigem Querschnitt
EP3702550A1 (fr) Cadre de coffrage, élément de coffrage, coffrage de plafond et procédé
EP1398432A2 (fr) Coffrage, adaptateur pour un coffrage et combinaison avec un coffrage ou un adaptateur
DE2462066A1 (de) Kletterschalung
DE3107416A1 (de) "tragkonstruktion fuer auf- und abbaubare ueberdachungen oder hallen"
DE3303070A1 (de) Gelaender- bzw. zaunartige begrenzung
DE2446927A1 (de) Grossflaechenschalung
EP4056785B1 (fr) Dispositif d'appui, élément d'appui du plafond, système de coffrage du plafond et procédé de décoffrage d'un panneau de coffrage du plafond
DE10200251A1 (de) Schalungsbauteil und Sturzkasten
EP2679746A1 (fr) Support pour coffrages de béton
WO1984000189A1 (fr) Procede pour le betonnage de parois et coffrage pour sa mise en oeuvre
AT400465B (de) Schalung und verfahren zum giessen eines behälters aus beton

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: 19970820

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH DE DK FR GB IT LI NL

GRAG Despatch of communication of intention to grant

Free format text: ORIGINAL CODE: EPIDOS AGRA

17Q First examination report despatched

Effective date: 19971218

GRAG Despatch of communication of intention to grant

Free format text: ORIGINAL CODE: EPIDOS AGRA

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE CH DE DK FR GB IT LI NL

REF Corresponds to:

Ref document number: 172268

Country of ref document: AT

Date of ref document: 19981015

Kind code of ref document: T

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: HANS RUDOLF GACHNANG PATENTANWALT

Ref country code: CH

Ref legal event code: EP

REF Corresponds to:

Ref document number: 59600674

Country of ref document: DE

Date of ref document: 19981119

GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)

Effective date: 19990115

ET Fr: translation filed
REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

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

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed
REG Reference to a national code

Ref country code: GB

Ref legal event code: IF02

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

Ref country code: DK

Payment date: 20100301

Year of fee payment: 15

Ref country code: CH

Payment date: 20100219

Year of fee payment: 15

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

Ref country code: IT

Payment date: 20100226

Year of fee payment: 15

Ref country code: FR

Payment date: 20100317

Year of fee payment: 15

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

Ref country code: GB

Payment date: 20100222

Year of fee payment: 15

Ref country code: BE

Payment date: 20100226

Year of fee payment: 15

Ref country code: AT

Payment date: 20100225

Year of fee payment: 15

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

Ref country code: NL

Payment date: 20100215

Year of fee payment: 15

BERE Be: lapsed

Owner name: PASCHAL-WERK G. *MAIER G.M.B.H.

Effective date: 20110228

REG Reference to a national code

Ref country code: NL

Ref legal event code: V1

Effective date: 20110901

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20110209

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: 20110228

Ref country code: LI

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

Effective date: 20110228

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20111102

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: 20110209

Ref country code: BE

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

Effective date: 20110228

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

Ref country code: IT

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

Effective date: 20110209

Ref country code: NL

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

Effective date: 20110901

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

Ref country code: FR

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

Effective date: 20110228

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

Ref country code: GB

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

Effective date: 20110209

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

Ref country code: DE

Payment date: 20150327

Year of fee payment: 20

REG Reference to a national code

Ref country code: DE

Ref legal event code: R071

Ref document number: 59600674

Country of ref document: DE