EP1183432B1 - Verlorene schalungsblockeinheit für eine betonwand - Google Patents

Verlorene schalungsblockeinheit für eine betonwand Download PDF

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Publication number
EP1183432B1
EP1183432B1 EP00936983A EP00936983A EP1183432B1 EP 1183432 B1 EP1183432 B1 EP 1183432B1 EP 00936983 A EP00936983 A EP 00936983A EP 00936983 A EP00936983 A EP 00936983A EP 1183432 B1 EP1183432 B1 EP 1183432B1
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EP
European Patent Office
Prior art keywords
block
anyone
block according
parts
bracing 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.)
Expired - Lifetime
Application number
EP00936983A
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English (en)
French (fr)
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EP1183432A1 (de
Inventor
Joel Queirel
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Individual
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Publication of EP1183432A1 publication Critical patent/EP1183432A1/de
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    • 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
    • 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
    • E04B2/8611—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf

Definitions

  • the subject of the invention is essentially an element block of lost formwork, especially for the construction of engineering works Civil, including swimming pools or water retention ponds, which may be equipped with a liner (internal sealing pocket), which must be have a mechanically resistant reinforced concrete wall.
  • Some processes use, for example, formwork presenting the total height of the wall to be constructed and which are juxtaposed and assembled together by various means.
  • Such forms are not generally not practical, their flexibility of use is extremely limited, they are very expensive, have a footprint for storage and considerable transportation, and generally do not allow for a concrete wall continues perfectly tight.
  • a lost formwork panel made up of elementary blocks formed of two assemblable parts, each comprising one face of which are integral and come from one side of the elements bracing, said two parts in assembly position coming from lean against each other by the free ends of the said elements bracing, said parts in reverse position of reversal coming fit into each other for minimal space requirements and storage.
  • the present invention is directed to a block which realizes, so to speak, the synthesis of the two previous types of construction, but which also offers many other advantages especially regarding ease and security of use, especially for laying, sealing and the ease and precision of establishment of all the operating organs and equipment of the basin.
  • a block forming a formwork element lost, in particular for the construction of civil engineering works, including swimming pools or water retention ponds, to have a heavy-duty concrete wall mechanically, elementary block in the position of use under the shape of a rigid block, of rectangular parallelepipedal general shape, arranging between its two opposite main faces a hollow volume for the pouring of the concrete, is characterized according to the invention in that it is constituted essentially two assemblable parts, each comprising one face aforementioned principal of which are integral and are derived, on the one hand, spacing elements regularly spaced from each other, said two parts in assembly position coming to rest and lock against each other by the ends of said bracing elements, said bracing elements having the shape of wells substantially cylindrical, with ribbed polygonal section, crenellated and formed with light steps in the radial direction.
  • the volume of bridging elements occupies substantially at least 40% of the volume of the block and preferably at least substantially 45% of this volume.
  • the two aforementioned parts of the block elementary are identical, their assembly and locking taking place thanks to complementary bodies vis-à-vis when you come to apply on one another the two identical parts of the elementary block but which are oriented by being rotated 180 ° relative to one another, the blocks adjacent elementary locks by simply pressing against each other others by means of complementary locking devices especially on their slice.
  • the elements bridging in the form of wells substantially cylindrical and having a section polygonal ribbed, crenated and formed with light stepped radially occupy most of the block width.
  • each block element has on its upper edge a groove forming a groove for hanging the liner.
  • each part of block comprises a plurality of bracing elements, aligned according to the direction of the height, and a channel likely to house a seal on the height and edge of the part in question, seal that is compressed by the conformally shaped edge of the adjacent similar block next.
  • both parts 1a and 1b are the same, that is to say identical, manufactured by example by molding in a suitable plastic material such as polypropylene (PP), polystyrene or polyethylene terephthalate (PET), the 1b being identical to Part 1a after simply undergoing a rotation in the direction of the arrow R of 180 ° so that its bracing elements, from each main face of Part 1a or 1b, may come lock in correspondence.
  • a suitable plastic material such as polypropylene (PP), polystyrene or polyethylene terephthalate (PET)
  • each part 1a, 1b, of this surface, inwards in the assembly position of the elementary block 1 are derived from the bracing elements, in the example represented in number of four, respectively 11a, 12a, 13a, 14a, for part 1a and 11b, 12b, 13b, 14b, for part 1b.
  • the bracing elements in question have a general shape of cylindrical well with polygonal section, which occupy the greater part of the width of the element, example about 70 to 80% of this width being centered on the median plane longitudinal section of the elementary block. In the example shown, and as we see more clearly in FIG.
  • each well is formed of a polygon with fourteen sides referenced a) to m), some of which, like sides g) and n), comprise protruding tabs 15, provided with teeth 16, which go come hang on and snap into hollows or openings corresponding parts 17 of the complementary part (sides b) and i)) with which the represented part will come together to form an elementary block, or assuming that FIG. 5 shows part 1b: part 1a.
  • FIG. 1 reference is made, so as not to overload the drawing, only the side of the wall n) of the well 11a whose teeth 16, formed on the tongue 15, will come to lock in the recesses 17 formed on the side i) of the corresponding well 11b.
  • each elementary block such as 1, consisting of two parts identical 1a, 1b, simply positioned vis-à-vis one another, by simple snap and will give this elementary block a high rigidity, especially in the crush given the polygonal cylinder shape ribbed, crenellated and formed with slight steps in the radial direction, as it clearly appears drawings.
  • the seal 23 bypasses a groove 27 formed on the main face 10b of part 1b, outer side of the block.
  • This throat 27 will serve to the hanging of the top edge of the liner if it is this side of the panel that is directed to the pond water.
  • the symmetry of construction makes indeed that the panel can be indifferently positioned on one side or the other, since we find on part 1a, also in the upper part, the throat 27.
  • a line in dot-dots is also marked, on the edge 19a, the trace of the crushing of the seal as 23 when an adjacent panel will be positioned (not shown) with its seal in place in its corresponding channel 22
  • Each foot also projects, on the side, a housing 33 for receive a jack foot 34 screwing into the housing 33 and allowing the verticality adjustment.
  • Each elementary part of the wall may comprise in a suitable place a small integrated level (not shown) allowing to immediately check verticality and horizontality.
  • each elementary block portion has grids and various markings which, in practice, will appear slightly visible from the outside. These markings allow, in suitable places, to smash a part of the wall to receive the different components of the basin. So, in the example illustrated in Figure 6, we see that riding on two elementary blocks 1, 2, we will be able to smash a rectangular part of which we see three of referenced angles A, B, D, to receive a water inlet 35 of a skimmer surface 36 which can be positioned directly in the panel of shuttering before pouring concrete. In the same way, we see an exit water 37 engaged by breaking the central portion of the second well of the elementary block 2 encountered coming down from the top of the sign. In this same figure, we also see the throat 27 for the hanging of the liner.
  • the volume of the gaps left between the elements spacing are calculated to allow the passage of reinforcing irons (not shown) and the subsequent pouring of concrete between these elements, allowing the construction of a freestanding Civil Engineering work, perfectly balanced, the volume of "voids" (in the wells) compared the "full" irons and concrete of the construction being preferably 40 to 45% of the total volume
  • parts are provided which can be knocked off, for example the part referenced 39 in FIG. Locking irons with the beach that surrounds the pool.
  • these blocks can be equipped directly with the equipment provided in the factory, such as surface skimmer, water discharge outlet, device basin lighting, etc.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Revetment (AREA)

Claims (12)

  1. Verlorenes Schalungsblockelement, insbesondere zum Bau von Tiefbaukonstruktionen, besonders Schwimmbädern oder Wasserspeicherbecken, die eine Wandung aus mechanisch widerstandsfähigem Beton umfassen müssen, wobei ein Grundblock sich im Gebrauchszustand in Form eines starren Blocks mit allgemein rechtwinkliger Quaderform darstellt, der zwischen seinen beiden gegenüberliegenden Hauptflächen (10a, 10b) ein Hohlvolumen für das erforderliche Betongießen vorsieht, dadurch gekennzeichnet, daß der Block hauptsächlich aus zwei zusammensetzbaren Teilen (1a, 1b) gebildet ist, von denen jedes eine vorerwähnte Hauptfläche (10) umfaßt, mit der einerseits Verstrebungselemente (11, 12, 13, 14), die gleichmäßig zueinander beabstandet sind, einstückig ausgebildet sind und von der diese ausgehen, wobei die zwei Teile sich in Montageposition mittels der Enden der Verstrebungselemente gegeneinander abstützen und sich miteinander verriegeln lassen, wobei die Verstrebungselemente (11a, 11b, 12a, 12b, 13 a, 13b, 14a, 14b) die Form von im wesentlichen zylindrischen Kammern oder Schächten mit polygonalem, geripptem, gezacktem und mit leichten Absätzen in radialer Richtung ausgebildetem Querschnitt aufweisen.
  2. Block nach Anspruch 1, dadurch gekennzeichnet, daß das Volumen der Kammern im wesentlichen mindestens 40 % des Volumens des Blocks und vorzugsweise mindestens im wesentlichen 45 % des Volumens einnimmt.
  3. Block nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß die ihn bildenden beiden Teile identisch sind.
  4. Block nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß die Kammern, die relativ zur Längsmittelebene des Grundblocks zentrisch sind, den größten Teil der Breite des Grundblocks und zwar 70 bis 80 % dieser Breite einnehmen.
  5. Block nach Anspruch 1 oder Anspruch 2, dadurch gekennzeichnet, daß er vier der vorerwähnten Verstrebungskammern umfaßt, während er eine Höhe in der Größenordnung von 1,20 m und eine Breite in der Größenordnung von 30 cm hat.
  6. Block nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß die Verriegelungselemente der zwei Teile des Blocks in Montageposition aus Laschen (15) gebildet sind, die über den Rand der Kammern hinausragen und Zacken (16) umfassen, die sich direkt in entsprechenden Hohlstellen (17) verriegeln, die an einem Teil der damit zusammenwirkenden Kammerwandung des Verstrebungselements des komplementären Teils des Blocks ausgebildet sind.
  7. Block nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß unter Bildung des Wandelements des Betongusses auf der Höhe des Bauwerkes jeder vorerwähnte Blockteil mehrere der vorerwähnten Verstrebungselemente (11, 12, 13, 14) in Aufreihung gemäß der Höhenrichtung und einen Kanal (22) aufweist, der am Rand (21) des fraglichen Teils eine Dichtungsschnur (23) aufnehmen kann, wobei diese von dem entsprechenden Rand (19) in komplementärer Art und Weise des folgenden benachbarten gleichen Blocks zusammengedrückt wird.
  8. Block nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß die Teile (1a, 1b) auf ihren jeweiligen beiden Rändern (19, 21) der Verriegelung mit einem folgenden Block Verriegelungselemente wie elastische Klammem (18), die mit komplementären Aufnahmen (20) zusammenwirken, aufweisen, wobei die Klammern (18) an wenigstens einem der Ränder (19) und die Aufnahmen (20) wenigstens an dem anderen der Ränder (21) ausgebildet sind.
  9. Block nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß jeder Teil an seiner Hauptfläche, insbesondere auf der Höhe der Kammern, Markierungen trägt, die die eindrückbaren Wandungsteile begrenzen, durch die Funktionsbau- oder - bestandteile des Beckens wie Wasserein- und -auslaß, Beleuchtungsvorrichtung, Verriegelungs-Bewehrungseisen der Betonwandung des Beckens an der Sole oder im das Becken umgebenden Oberflächenbereich hindurchgeführt werden können.
  10. Block nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß er an seinem Oberrand eine eine Nute bildende Kehle (27) zum Einhaken eines Liners bzw. einer Verkleidung aufweist.
  11. Block nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß er an seinem Unterrand Stellfüße (30, 33, 34) für die Ausrichtung und die Einstellung in der Vertikalen umfaßt.
  12. Block nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß Hohlvolumina (31, 32) in dem Block vorgesehen und die Abstände zwischen den Verstrebungselementen so berechnet sind, daß sie den Durchgang von Armierungseisen und das folgende Betongießen in den Hohlvolumina sowie zwischen den Verstrebungselementen von Blöcken in Zusammenbauposition ermöglichen, was den Aufbau einer selbsttragenden Tiefbaukonstruktion erlaubt.
EP00936983A 1999-06-08 2000-05-30 Verlorene schalungsblockeinheit für eine betonwand Expired - Lifetime EP1183432B1 (de)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
FR9907194 1999-06-08
FR9907194A FR2794784B1 (fr) 1999-06-08 1999-06-08 Nouveau bloc formant element de coffrage perdu pour paroi en beton arme
PCT/FR2000/001484 WO2000075462A1 (fr) 1999-06-08 2000-05-30 Bloc formant element de coffrage perdu pour paroi en beton

Publications (2)

Publication Number Publication Date
EP1183432A1 EP1183432A1 (de) 2002-03-06
EP1183432B1 true EP1183432B1 (de) 2005-01-19

Family

ID=9546499

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00936983A Expired - Lifetime EP1183432B1 (de) 1999-06-08 2000-05-30 Verlorene schalungsblockeinheit für eine betonwand

Country Status (8)

Country Link
US (1) US6574934B1 (de)
EP (1) EP1183432B1 (de)
AU (1) AU5228600A (de)
DE (1) DE60017556T2 (de)
ES (1) ES2235892T3 (de)
FR (1) FR2794784B1 (de)
PT (1) PT1183432E (de)
WO (1) WO2000075462A1 (de)

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FR2842555B1 (fr) * 2002-07-22 2004-12-17 Michel Morin Ensemble a bancher, notamment pour la construction des piscines
EP1420121A3 (de) * 2002-11-12 2004-12-22 Canada Inc. Kafko Mit Beton füllbare Mauerstruktur mit einstellbarem Krümmungsradius
WO2006098800A1 (en) 2005-01-14 2006-09-21 Airlite Plastics Co. Insulated foam panel forms
FR2889551B1 (fr) * 2005-08-08 2008-12-26 Stephane Macrez Panneau pour la realisation d'un bassin de piscine et bassin realise avec de tels panneaux
DE102008010545A1 (de) * 2008-02-22 2009-08-27 Christoph Sterr Verlorenes Schalungselement, Verschalung und deren Verwendung
FR2935721A1 (fr) * 2008-09-08 2010-03-12 Sebastien Barriere Bloc isolant thermique de construction.
CA2793668A1 (en) 2011-10-31 2013-04-30 Bradley J. Crosby An apparatus and method for construction of structures utilizing insulated concrete forms
US8887465B2 (en) 2012-01-13 2014-11-18 Airlite Plastics Co. Apparatus and method for construction of structures utilizing insulated concrete forms
CO7030192A1 (es) 2012-02-14 2014-08-21 Rehrig Pacific Co Un ensamble de estiba que comprende una porción superior y una porción inferior
USD713975S1 (en) 2012-07-30 2014-09-23 Airlite Plastics Co. Insulative insert for insulated concrete form
FR3051211B1 (fr) * 2016-05-13 2018-05-04 Innovation Pool Factory Demi module et element de coffrage perdu a configuration amelioree
MX2017013109A (es) 2016-10-11 2018-09-27 Rehrig Pacific Co Tarima con plataforma insertada.
CA2985438A1 (en) 2016-11-14 2018-05-14 Airlite Plastics Co. Concrete form with removable sidewall
CA3061942A1 (en) 2018-11-19 2020-05-19 Bradley J. Crosby Concrete form with removable sidewall
US11352169B2 (en) 2019-01-18 2022-06-07 Rehrig Pacific Company Pallet assembly

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Also Published As

Publication number Publication date
AU5228600A (en) 2000-12-28
ES2235892T3 (es) 2005-07-16
WO2000075462A1 (fr) 2000-12-14
EP1183432A1 (de) 2002-03-06
FR2794784B1 (fr) 2001-09-07
FR2794784A1 (fr) 2000-12-15
DE60017556D1 (de) 2005-02-24
DE60017556T2 (de) 2006-03-30
PT1183432E (pt) 2005-05-31
US6574934B1 (en) 2003-06-10

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