EP1433907A2 - Coffrage - Google Patents

Coffrage Download PDF

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Publication number
EP1433907A2
EP1433907A2 EP03029187A EP03029187A EP1433907A2 EP 1433907 A2 EP1433907 A2 EP 1433907A2 EP 03029187 A EP03029187 A EP 03029187A EP 03029187 A EP03029187 A EP 03029187A EP 1433907 A2 EP1433907 A2 EP 1433907A2
Authority
EP
European Patent Office
Prior art keywords
formwork
formwork element
spacer
inner formwork
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.)
Withdrawn
Application number
EP03029187A
Other languages
German (de)
English (en)
Other versions
EP1433907A3 (fr
Inventor
Wilhelm Schmitz
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP1433907A2 publication Critical patent/EP1433907A2/fr
Publication of EP1433907A3 publication Critical patent/EP1433907A3/fr
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/01—Flat foundations
    • E02D27/02—Flat foundations without substantial excavation
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E04B1/161—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, both being partially cast in situ
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H4/00—Swimming or splash baths or pools
    • E04H4/0075—Swimming or splash baths or pools made of concrete
    • E04H4/0081—Swimming or splash baths or pools made of concrete with walls and floor cast in situ
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/0007—Base structures; Cellars
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8635—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2002/8688—Scaffoldings or removable supports therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2002/8694—Walls made by casting, pouring, or tamping in situ made in permanent forms with hinged spacers allowing the formwork to be collapsed for transport

Definitions

  • the invention relates to formwork, in particular for concrete construction Casting tub-shaped structures, such as swimming pools or Basement, cellar.
  • tub-like structures are usually made by that first a base plate is cast. After curing the Bottom plate are the side walls using wooden formwork cast. After dismantling the formwork, the tub-like structure is formed ready concreted.
  • connection between the plastic formwork and the concrete is very good bad so the stability is reduced. Furthermore, the plastic can age, so that a complete demolition of the concrete structure and a new construction may be necessary. Even when using plastic formwork a joint is created between the floor and the wall with the resulting ones Sealing problems.
  • the object of the invention is to provide formwork in which the leakage between floor and wall is reduced.
  • an outer formwork element with an inner Formwork element connected via connecting elements The inner Formwork element has a lower height in at least one area than the outer formwork element, creating a on the inner side Continuity arises. If this formwork with a viscous fluid, In particular, when concrete is filled, part of the concrete runs under the inner one Formwork out. Due to the high viscosity of the concrete, the Formwork after filling not, however, which means that after the Solidification of the concrete creates a particularly L-shaped profile that there is no joint between the foot and the wall.
  • the used Formwork elements of the formwork can be a lost form be used so that disassembly of the formwork elements is not necessary is. With the formwork according to the invention can thus L-shaped profiles can be cast with little effort.
  • the connection of the inner formwork element with the outer formwork element stable remains is preferably between the two formwork elements
  • Spacers in particular a console, provided with the Connection elements of the switch-on elements each interact.
  • They are L-shaped profiles of any width producible by placing several formworks according to the invention side by side to be ordered.
  • the formwork can be arranged in this way that a tub-like structure is created, such as a swimming pool or a basement. Especially in the production of cellars u.
  • Can be filled between the formwork elements before concrete or the like will pipes, electrical cables, empty pipes u.
  • Preferably in and / or cavities are formed between the formwork elements simple and inexpensive connections for sockets, windows, cable ducts, etc. To provide.
  • the outer Formwork element preferably via a stabilizing element, such as for example a steel strut or threaded rod.
  • a stabilizing element particularly adjustable in length. This is especially in the case of two threaded rods with a sleeve Internal threads are connected. This allows the stabilizing element in easily detachably connect with an underlayer. Through the Detachable connection, the stabilizing element is reusable.
  • the Bottom layer is usually used before the actual concreting Cleanliness layer poured into the subsoil, so that a stable floor is present, which can take the weight of the formwork.
  • the formwork can also be stabilized by using Stabilizing element a rope is used, for example, over a Hook is connected to the outer formwork element and with the help of Anchor bolt is connected to the environment.
  • Stabilizing element a rope is used, for example, over a Hook is connected to the outer formwork element and with the help of Anchor bolt is connected to the environment.
  • the prerequisite for this is a Underground of the environment that can absorb the forces.
  • a support element With this support element it is in particular an angle that the outer Formwork element connects with the lower layer.
  • the angle is in particular releasably connected so that it can be used again. Instead of other angles are also possible.
  • a transverse element such as a steel beam
  • the wearer may additionally, e.g. secured with anchor bolts.
  • remaining flexible is the relative height to each other, the distance and / or the offset of the outer and the inner Formwork element adjustable to each other.
  • the relative Height can be ensured that the top edge of the outer and the inner bowl are in balance.
  • This can make the foot thickness of the L-shaped Profiles can be set very precisely. This is especially important if L-shaped Profiles of constant quality should always be produced, such as. Soundproof walls for highways, but also if there are several Formwork can be built side by side.
  • tub-like structures such as swimming pools or basements, it is extremely desirable that there are no height offsets.
  • the adjustability of the distance between the outer and inner formwork element makes it possible to arrange several formworks side by side a flat surface can be realized without protrusions or shoulders.
  • the adjustment of the offset of the outer formwork element to the inner one Formwork element enables easy installation.
  • the inner Formwork element can be hung in the spacer without thereby over the side surface of another formwork arranged next to it to rub. This can be achieved in a preferred manner in that the Console between the outer and inner formwork element is pivotally connected to the formwork elements. in the assembled state result in the side surfaces of the outer and the inner formwork elements with the struts of the spacer right-angled rectangle.
  • the spacer and a results in the formwork elements being offset from one another a parallelogram. In the parallelogram position, the inner Formwork element can be hooked into the spacer relatively easily and then pivoted until it is in the right-angled position Has contact with the neighboring formwork.
  • outer formwork element As well as the inner formwork element same connecting element. This makes it possible to always have the same Manufacture formwork elements that differ only in their height.
  • connection of the outer formwork element with the spacer or of the inner formwork element with the spacer takes place in one preferred embodiment by adding a hook or bolt in one with a Stop provided sleeve is inserted.
  • This connection is simple and inexpensive to manufacture and enables a stable connection.
  • the hook or the bolt can with a formwork element and the sleeve with the Spacers can be connected or vice versa.
  • the tip of the hook or the tip of the bolt is preferably tapered, in particular chamfered, designed.
  • the hook or the bolt also have a stop. Thanks to the precisely defined stop surface the height can be adjusted with the help of a set screw or the offset easier to accomplish.
  • the formwork elements are Concrete slabs with reinforcement on the inside.
  • the stability of the formwork can be increased in an advantageous manner by the Connecting element of the outer or inner switching element, in particular a hook, or a sleeve attached to a spacer, with a strut which is arranged inside the formwork element, connected is. It also eliminates the need for additional steps to To connect fasteners with the shells.
  • the formwork elements are not limited to straight embodiments. It is also possible for the formwork elements to be convex, for example are concave or curved. This also allows special shapes pour, which are rather unusual in concrete construction.
  • formwork elements and Spacers can also be connected by a screw construction respectively.
  • the attachment the formwork elements with the spacer is done by the Formwork elements have through openings through which a Screw can connect the formwork elements with the spacer.
  • brackets such as hooks
  • the Hook can also be through a sleeve attached to a spacer be formed. The top edge of the sleeve in this case is above, i.e. H. against the direction of gravity, from the surface of the spacer arranged so that the sleeve with the spacer is a hook-like Formations for hooking structural steel mats u. the like.
  • the individual formwork elements are arranged in one level, stand in one preferred embodiment formwork elements arranged side by side via positioning elements, such as a tongue and groove connection.
  • positioning elements such as a tongue and groove connection.
  • the meshed, arranged side by side Formwork elements automatically centered.
  • the tongue and groove connection is in a particularly preferred Embodiment designed so that it acts as a (labyrinth) seal.
  • the tongue and groove connection can also be made in a form-fitting manner, for example as Dovetail joint.
  • switch-on elements cannot, but laterally only be done vertically from above.
  • the formwork elements used are in particular lost forms, the formwork elements are preferably so far pretreated that further work steps on a construction site as little as possible Take time. This is done in particular by taking care is worn that the sides of the spacer facing away from the Formwork elements are as smooth as possible. Plastering the outside of the Formwork elements are reduced or can even be completely omitted. Because plastering on a construction site only in dry weather construction delays are reduced.
  • the outer surfaces of the formwork elements further pretreated. For example, it is possible to use the Paint the shells before installation or tile them if necessary.
  • a separate invention consists in a formwork, which is an external and has inner formwork element, which can be detached via connecting elements can be connected to each other.
  • the formwork elements are preferably substantially the same height. Such formwork is easy to assemble and / or disassemble if necessary.
  • the formwork according to the invention is preferably as described above designed, in particular this embodiment has the above described spacers.
  • the Fluids used such as concrete in particular, can formwork elements removed so that it is not considered a "lost form” part of the cast structure and can be reused.
  • the Spacers may remain in the structure in order to additionally reinforce them To improve the strength of the structure.
  • the invention further relates to a tub-like structure, such as a swimming pool or a basement where between an outer Formwork element and an inner formwork element a backfill is arranged, which is at least made of a solidified fluid, in particular concrete, consists.
  • the tub-like structure has a bottom that likewise at least from a solidified fluid, such as concrete and / or screed, consists. According to the transition between backfilling and seamless on the floor. As a result, the tightness of the tub-like Formed significantly improved.
  • tub-like structures are preferably arranged side by side Formwork according to the invention used, in particular as above are further described.
  • the method according to the invention for building tub-like structures is that first a Formwork according to the invention is used.
  • a Formwork according to the invention is used.
  • the formwork arranged over the entire circumference.
  • the formwork is between the outer and the inner Formwork element filled in concrete.
  • the casting of the tub-like structure in a single cast. If it is ensured that there is no gap between the base and the wall of the tub-like structure, the tub-like structure can also be cast by several castings be performed.
  • the inner formwork element can be treated with concrete.
  • the inner formwork element is in particular on the outer formwork element facing away by tiling, painting u. Treated.
  • the formwork 10 has an outer formwork element 12 and an inner formwork element 14.
  • the inner Formwork element 14 has a lower height than the outer Formwork element 12. Because the upper edge of the outer Formwork element 12 and the inner formwork element 14 on one There is a distance from the ground 28. If concrete between the outer formwork element 12 and the inner formwork element 14 part of the concrete flows under the inner one Formwork element 14, so that an L-shaped profile without a joint between foot and wall.
  • the Stabilizing elements 24 and angles 30 are with the outer Formwork element 12 and a lower layer 26 connected.
  • the Underlayer 26 is a concrete cleanliness layer, which in the base 28 is provided.
  • the lower layer 26 serves the forces record that over the stabilizing elements 24 and the angle 30 of the formwork 10 are applied.
  • the outer formwork element 12 is over a Spacer 20 connected to the inner formwork element 14 (Fig. 2).
  • the connection of the formwork elements 12, 14 to the spacer 20 takes place via hooks 16, 18, which interact with sleeves 40.
  • the hooks 16, 18 are connected to a shell reinforcement 48 for stability.
  • the Spacer 20 has hooks 50 in which structural steel mats are hung can be. This gives the poured concrete an additional one Steel reinforcement.
  • the relative height between outer formwork element 12 and inner formwork element 14 can be set.
  • the hook 16 is inserted into a sleeve 40. So this can be easily accomplished, the hook tip 46 and / or Bottom 42 of the sleeve 40 chamfered.
  • At the upper end of the sleeve 40 is one Welded nut 36 into which an adjusting screw 34 is screwed.
  • the Lower edge 38 of the set screw 34 acts as a stop for the tip 46 of the Hook 16.
  • the spacer 20 is up or down move and thereby also the inner formwork element 14, which with the Spacer 20 is connected.
  • the sleeve 40 is with the spacer 20 firmly connected in particular by welding. If the sleeve 40 a little protrudes beyond the upper edge of the spacer 20, with a single weld both the nut 36 and the sleeve 40 and the Spacers 20 are welded together.
  • stop 44 welded to the hook 16.
  • the stop 44 meets the lower edge 42 of the sleeve 40 Defined stop surface is avoided that the sleeve 40 in the area of Curvature of the hook 16 arrives and jams there.
  • a Cover such as a welded nut 36, is provided as Stop for the tip 46 of the hook 16 is used.
  • a bolt / sleeve connection in this connection two sleeves 40 are arranged one above the other and with the help of a bolt 45, which is arranged within the two sleeves 40, interconnected.
  • the Bolt 45 has a chamfer 47 so that the two sleeves 40 when Connect to be centered automatically.
  • the bolt 45 acts additionally as a hinge, so that the spacer 20, or that Formwork element 12, 14 can be pivoted.
  • the spacer 20 (FIG. 5) has a plurality of sleeves 40, into which the hooks 16, 18 of the formwork elements 12, 14 are introduced.
  • the spacer 20 can have additional struts 53 for stabilization.
  • hooks 50 which are used to hold Steel mats serve. 5 are shown in FIG. 5 the sleeves 40 of the right side of the spacer 20 in FIG. 5 each with a spacer 51 connected so that they also together as Can act hook.
  • the strut 53 is such with one of the Spacers 51 connected that a suspended structural steel mat between the sleeve 40 and the strut 53 at a defined distance from the Formwork elements 12, 14 can be arranged. The structural steel mat is thus fixed in the gap between the sleeve 40 and the strut 53 hooked.
  • a spacer 20 is a nut 36th firmly connected.
  • the nut 36 is on the top Fixed sleeve 40 into which the hook 16 of the outer formwork element 12th is introduced.
  • the hooks 16, 18 are included a strut 48 (Fig. 6) firmly connected.
  • the strut 48 is inside the Formwork elements 12, 14 arranged, in particular as concrete slabs are designed.
  • the hooks 16, 18 connected to the strut 48 protrude out of the formwork elements 12, 14.
  • In the hook 16,18 is one Shell reinforcement 56 hung, which is in particular a Structural steel mat deals.
  • the hooks 16, 18 can be placed in the Formwork elements 12, 14 are in particular cast in, with chamfered Tips 46 and welded stops 44 to be pretreated.
  • the sides of the formwork elements 12, 14 with positioning elements 52, 54 are in a preferred embodiment, the sides of the formwork elements 12, 14 with positioning elements 52, 54 (FIG. 7).
  • the Positioning elements 52, 54 are in particular in the form of tongue 54 and groove 52 executed. This configuration creates a joint, the four 90 ° deflections contains. These deflections are sufficient for this tongue and groove connection against a viscous fluid, such as concrete, as a labyrinth seal can work. This prevents between two side by side arranged formwork 10 concrete can escape.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Electromagnetism (AREA)
  • Physics & Mathematics (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
EP03029187A 2002-12-21 2003-12-18 Coffrage Withdrawn EP1433907A3 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE2002160978 DE10260978A1 (de) 2002-12-21 2002-12-21 Einschalung
DE10260978 2002-12-21

Publications (2)

Publication Number Publication Date
EP1433907A2 true EP1433907A2 (fr) 2004-06-30
EP1433907A3 EP1433907A3 (fr) 2005-01-05

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ID=32404280

Family Applications (1)

Application Number Title Priority Date Filing Date
EP03029187A Withdrawn EP1433907A3 (fr) 2002-12-21 2003-12-18 Coffrage

Country Status (3)

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EP (1) EP1433907A3 (fr)
DE (1) DE10260978A1 (fr)
PL (1) PL364203A1 (fr)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006035123A1 (fr) 2004-09-24 2006-04-06 Ceprotek Element de banche pour la realisation de panneau moule arme et structure de banche obtenue par assemblage de tels elements
FR2897378A1 (fr) * 2006-02-14 2007-08-17 Romain Fontaine Procede de realisation d'un bassin en beton coule.
EP1846625A1 (fr) * 2005-02-07 2007-10-24 Serge Meilleur Module de coffrage de mur en beton
FR2906553A1 (fr) * 2006-10-02 2008-04-04 Mondiale Piscine Soc Par Actio Ensemble a bancher comprenant des moyens de delimitation d'un espace a combler dont au moins un cote est ajustable en hauteur et piece support correspondante.
FR2906552A1 (fr) * 2006-10-02 2008-04-04 Mondiale Piscine Soc Par Actio Ensemble a bancher comprenant des modules et une piece support de goulotte destinee a etre rapportee sur les extremites superieures des modules,et piece support correspondante.
WO2008125948A2 (fr) 2007-04-12 2008-10-23 Nuova Ceval S.R.L. Piscine et son procédé de fabrication
WO2008141620A2 (fr) 2007-05-20 2008-11-27 Karl-Heinz Schuchardt Dispositifs de coffrage et procédé de fabrication de structures monolithiques en béton coulé
NL1037005C2 (nl) * 2009-05-29 2010-11-30 Jacobus Wilhelmina Maria Bruijs Prefab balksysteem.
FR2955602A1 (fr) * 2010-01-22 2011-07-29 France Schultz Procede pour realiser des ouvrages de genie civil, tel qu'une piscine ou un bassin de retenue d'eau
EP2942444A1 (fr) * 2014-05-09 2015-11-11 Charcon Limited Procédé et appareil pour une construction monolithique en béton
FR3094733A1 (fr) * 2019-04-05 2020-10-09 François BUYSE Paroi de bassin

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102008036187A1 (de) * 2008-08-02 2010-02-11 Dingler, Gerhard Wandrandabschalung für eine Bodenplatte aus Beton für eine einhäuptige Schalung und Verfahren zur Aufstellung der Schalung
DE202015100183U1 (de) * 2015-01-15 2016-04-18 Max Frank Gmbh & Co Kg Schalung für eine Aufkantung
DE102016103981B4 (de) * 2016-03-04 2017-10-26 Mako Gmbh & Co. Kg Schalungstechnik Schalungselement
DE202017102194U1 (de) 2017-04-12 2018-04-16 Mako Gmbh & Co. Kg Schalungstechnik Schalungselement
DE102017206316B3 (de) 2017-04-12 2018-04-26 Mako Gmbh & Co. Kg Schalungstechnik Schalungselement
RU200362U1 (ru) * 2020-03-13 2020-10-21 Федеральное государственное бюджетное образовательное учреждение высшего образования "Национальный исследовательский Московский государственный строительный университет" (НИУ МГСУ) Бассейн
DE202024100135U1 (de) 2024-01-12 2024-02-02 Matthias Kokel Schalungselement
DE202024100134U1 (de) 2024-01-12 2024-02-02 Matthias Kokel Wandschalungskonstruktion

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Publication number Priority date Publication date Assignee Title
FR2021979A1 (fr) * 1968-10-31 1970-07-24 Gualandi Sergio
FR2570416A1 (fr) * 1984-09-19 1986-03-21 Buyse Andre Element de coffrage permanent pour la construction de parois verticales, notamment immergees et son procede d'utilisation
FR2625525A1 (fr) * 1987-12-31 1989-07-07 Carlo Giuseppe Di Procede de construction d'une piscine utilisant un beton arme coule simultanement pour former le fond, les murs et les plages sans coffrage perdu et piscine ainsi obtenue
EP1046758A1 (fr) * 1999-04-19 2000-10-25 Rolf Bless Procédé de construction d'une plaque en béton et du coffrage d'un mur, élément de coffrage préfabriqué

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Publication number Priority date Publication date Assignee Title
US3748810A (en) * 1971-03-24 1973-07-31 Mattingly Inc Method of swimming pool manufacture
DD267761A1 (de) * 1987-12-10 1989-05-10 Ba D Ddr Inst F Landwirtschaft Schalungsringstabilisierung
HUH3533A (en) * 1988-11-22 1991-03-28 Guenter Hotz Reinforced concrete lamellated supporting structure, method for producing same as well as reinforced concrete panel, cradling tray and method for producing reinforced concrete casket panel of twin plate

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2021979A1 (fr) * 1968-10-31 1970-07-24 Gualandi Sergio
FR2570416A1 (fr) * 1984-09-19 1986-03-21 Buyse Andre Element de coffrage permanent pour la construction de parois verticales, notamment immergees et son procede d'utilisation
FR2625525A1 (fr) * 1987-12-31 1989-07-07 Carlo Giuseppe Di Procede de construction d'une piscine utilisant un beton arme coule simultanement pour former le fond, les murs et les plages sans coffrage perdu et piscine ainsi obtenue
EP1046758A1 (fr) * 1999-04-19 2000-10-25 Rolf Bless Procédé de construction d'une plaque en béton et du coffrage d'un mur, élément de coffrage préfabriqué

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006035123A1 (fr) 2004-09-24 2006-04-06 Ceprotek Element de banche pour la realisation de panneau moule arme et structure de banche obtenue par assemblage de tels elements
EP1846625A1 (fr) * 2005-02-07 2007-10-24 Serge Meilleur Module de coffrage de mur en beton
FR2897378A1 (fr) * 2006-02-14 2007-08-17 Romain Fontaine Procede de realisation d'un bassin en beton coule.
FR2906553A1 (fr) * 2006-10-02 2008-04-04 Mondiale Piscine Soc Par Actio Ensemble a bancher comprenant des moyens de delimitation d'un espace a combler dont au moins un cote est ajustable en hauteur et piece support correspondante.
FR2906552A1 (fr) * 2006-10-02 2008-04-04 Mondiale Piscine Soc Par Actio Ensemble a bancher comprenant des modules et une piece support de goulotte destinee a etre rapportee sur les extremites superieures des modules,et piece support correspondante.
WO2008125948A3 (fr) * 2007-04-12 2009-08-06 Nuova Ceval S R L Piscine et son procédé de fabrication
WO2008125948A2 (fr) 2007-04-12 2008-10-23 Nuova Ceval S.R.L. Piscine et son procédé de fabrication
WO2008141620A2 (fr) 2007-05-20 2008-11-27 Karl-Heinz Schuchardt Dispositifs de coffrage et procédé de fabrication de structures monolithiques en béton coulé
WO2008141620A3 (fr) * 2007-05-20 2009-07-23 Karl-Heinz Schuchardt Dispositifs de coffrage et procédé de fabrication de structures monolithiques en béton coulé
NL1037005C2 (nl) * 2009-05-29 2010-11-30 Jacobus Wilhelmina Maria Bruijs Prefab balksysteem.
FR2955602A1 (fr) * 2010-01-22 2011-07-29 France Schultz Procede pour realiser des ouvrages de genie civil, tel qu'une piscine ou un bassin de retenue d'eau
EP2942444A1 (fr) * 2014-05-09 2015-11-11 Charcon Limited Procédé et appareil pour une construction monolithique en béton
FR3094733A1 (fr) * 2019-04-05 2020-10-09 François BUYSE Paroi de bassin

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EP1433907A3 (fr) 2005-01-05
DE10260978A1 (de) 2004-07-22
PL364203A1 (en) 2004-06-28

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