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EP 0 967 347 B1 |
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EUROPEAN PATENT SPECIFICATION |
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Mention of the grant of the patent: |
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21.01.2004 Bulletin 2004/04 |
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Date of filing: 21.06.1999 |
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Safety anchoring method particularly for lifting concrete slabs, and a coupling device
for implementing the method
Methode zur Sicherheitslastverankerung, besonders zum Heben von Betonplatten, und
dazugehörige Kupplungsvorrichtung
Méthode d'ancrage de sécurité, en particulier pour le levage de dalles en béton et
élément de couplage pour sa mise en oeuvre
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Designated Contracting States: |
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AT CH DE ES FR GR LI |
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Designated Extension States: |
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AL SI |
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Priority: |
25.06.1998 IT BG980035
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Date of publication of application: |
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29.12.1999 Bulletin 1999/52 |
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Proprietor: SAMER S.r.l. |
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24060 Quintano - Castelli Calepio (BG) (IT) |
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Inventors: |
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- Rizzi, Silvano
24060 Castelli Calepio (BG) (IT)
- Rizzi, Franco
24060 Castelli Calepio (BG) (IT)
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Representative: Luksch, Giorgio, Dr.-Ing. et al |
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Ing. A. Giambrocono & C. S.r.l.
Via Rosolino Pilo, 19/b 20129 Milano 20129 Milano (IT) |
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References cited: :
EP-A- 0 832 840 FR-A- 2 504 900
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FR-A- 2 190 141 US-A- 4 821 994
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| Note: Within nine months from the publication of the mention of the grant of the European
patent, any person may give notice to the European Patent Office of opposition to
the European patent
granted. Notice of opposition shall be filed in a written reasoned statement. It shall
not be deemed to
have been filed until the opposition fee has been paid. (Art. 99(1) European Patent
Convention).
|
[0001] This invention relates to a safety anchoring method, particularly for lifting concrete
slabs, and to the coupling device for implementing the method.
[0002] There are known to exist many situations in which items weighing many tons have to
be lifted by normal or overhead traveling cranes. It is a well-founded rule that anything
lifted by a crane must be in no danger of falling to the ground, and this rule becomes
particularly rigid when lifting very large and very heavy items. In this respect it
is apparent that the damage which could derive from the accidental separation of a
large load could be disastrous. A typical situation of this kind is the lifting of
large plain concrete slabs and prefabricated reinforced concrete components and walls.
In this respect the prefabricated building sector handles enormous weights, which
can reach tens of tons. There are also situations in which the items are of small-thickness
flat parallelepiped form without projections, to which lifting cables have to be anchored
by traditional methods. An example of such items is large concrete panels or walls,
which have to have their edges free of projections to be able to fit precisely to
each other during installation.
[0003] A known method which solves the problem is based on creating in the edge of the slab
a semicircular recess from which there projects, by a distance such as not to pass
beyond the edge of the slab, a holed end of a bracket embedded in the concrete. In
this recess there is inserted a special implement which hangs from the lifting cable
and is lowerly recessed to house the holed projecting end of said bracket and to pass
a latch through its hole. This latch is of toroidal shape and slides in an annular
seat with an angular mnovement of 90°, operated manually by an external radial stem.
This known solution has various drawbacks, including its high cost, possible damage
consequent on penetration of sand into the annular slide seat for the latch, and a
narrow and deep insertion recess for the implement in which small stones can become
accidentally wedged so preventing correct implement location. For the present invention,
the closest prior art is represented by the document EP-A-0 832 840.
[0004] An object of the present invention is to define a safety anchoring method, particularly
for lifting concrete slabs, which is available at a cost competitive with the said
known method. A further object is to define a method, as stated, which provides absolute
safety in operation. A further object is to define a coupling device for implementing
the said method, which is particularly functional. A further object is to define a
coupling device, as stated, which cannot develop faults even as a result of possible
negligence by the operators, who could involuntarily bring it into contact with sand.
[0005] These and further objects will be seen to have been attained on reading the ensuing
detailed description, describing a safety anchoring method, particularly for lifting
concrete slabs, characterised by providing in their edges a grip of rectangular cross-section
with symmetrical undercuts, for the purpose of anchoring onto it an appropriate lifting
device by rotating this latter through 90°, said anchoring position then being stabilized
by the descent onto the device of an annular oval member. The central oval hole in
said member mates with an external conjugate oval profile of a conjugate seat present
on the slab. The purpose of interposing the oval ring is to confine the angular anchoring
position of the device on the grip to the position of the conjugate seat present on
the slab, and hence to fix the orientation between the device and the grip rigid with
the slab.
[0006] The invention is illustrated by way of non-limiting example on the accompanying drawings,
on which:
Figure 1 is a section through an edge of a concrete slab carrying an embedded bracket
joined to a removable impression-forming plug;
Figure 2 is a section similar to Figure 1 in which said plug has been removed to leave
its impression in the edge of the slab;
Figure 3 shows the impression of Figure 2 surmounted by a coupling device to be inserted
into it for coupling to the bracket;
Figure 4 is a partly sectional view of the device of Figure 3 coupled to the bracket,
and hence rotated through 90°;
Figures 5, 6, 7, 8 are conventional views of a constituent part of said coupling device,
to be rotated through an angle of 90° about its vertical axis;
Figures 9, 10, 11 are conventional views of a part of ellipsoidal shape conjugate
with the impression present in the edge of the slab, this part being manually subjected
to vertical movement and having a central hole conjugate with the external section
of the body of the part shown in Figures 5, 6, 7, 8;
Figures 12, 13, 14 are three conventional views of the removable impression-forming
plug of Figure 1;
Figures 15, 16, 17 are three conventional views of a pin-containing plate provided
for stiffening the plug of Figures 12, 13, 14;
Figures 18, 19 are two perpendicular views of the bracket which after being embedded
in the slab provides anchorage for the coupling device.
[0007] With reference to said Figure 1, a plain concrete or reinforced concrete product
1 is provided with an edge 2. An example of this product could be a slab, or a prefabricated
wall for a house or industrial shed. In this edge there is embedded a steel bracket,
of the shape visible from the two perpendicular views shown in Figures 18, 19. This
bracket can be formed from a usual rolled section of rectangular cross-section. The
shape of this cross-section can be deduced indirectly from the thin line of the slot
4 of Figure 7, which mates with it as explained hereinafter. The bracket 3 has its
foot 5 (Figure 19) bent at an angle to improve its grip to the concrete in which it
is embedded. The bracket also has holes 41 for the passage of any steel reinforcement
rods 6, 7 (Figure 1) for the slab. The bracket can also have recesses 8 for any cross
reinforcements. During the casting process for forming the slab, the top of the bracket
is inserted into a deformable or rubber element 9 which encloses it as an exact fit.
[0008] The shape of this rubber element is shown by the three conventional views of Figures
12, 13, 14.
[0009] These views show the presence of teeth 10, 11 which enable the rubber element 9 to
engage the undercut grips 12, 13 which have symmetrical oblique surfaces to increase
the retention friction.
[0010] A flat surface 14 can also be seen aligned with the edge 2. From the drawings it
can be seen that the rubber element 9 has two notches 15 for facilitating the opening-out
of the rubber element necessary for inserting into it the grips 12 and 13 of the bracket
3, ie the bracket head 16. These notches could be made on site by a usual knife. The
presence of these notches makes the rubber element very deformable, hence in order
to stiffen it during casting and to stabilize its retention on the bracket, there
is associated with it a very rigid plate 17 of high-strength engineering polymer or
of metal. This plate is shown in the three conventional views of Figures 15, 16, 17,
and requires the rubber element 9 to be provided with holes 18, 19 and a rectangular
recess 20 (Figures 12, 13, 14). The function of the rubber element 9 is to create
a geometrically constant and predetermined recess or cavity from which the bracket
head 16 projects. The rubber element 9 is then removed as soon as the concrete sets
to confine the bracket 3. The rubber element 9 is of disposable type, hence its construction
and use could differ from the aforedescribed. For example it could be constructed
of expandable polystyrene or another similar resin removable by tearing.
[0011] Following removal of the rubber element 9 from the edge of the slab, a recess 21
remains from which a head 16 projects without passing beyond the edge 2, as shown
in Figure 2. In this respect the slabs or the like generally have to be installed
with contact between their edges 2, which have therefore to be straight and without
projections.
[0012] Figure 3 shows the coupling device in all its parts. A plate 22 provided with a hole
42 lowerly carries a U-shaped element 23 joined thereto by a weld 24. From the element
23 there hangs a bell-shaped body 25 provided with two opposing circumferential teeth
26A, 26B separated by the slot 4 (see Figure 7), to enable the bracket head 16 to
be inserted when the bell-shaped body descends onto it with the movement 27. This
insertion is possible only when the bell-shaped body 25 is correctly orientated in
the horizontal plane, this orientation being such that the rectangular slot 4 of said
body matches the likewise rectangular cross-section of the head 16. Correct orientation
in said horizontal plane is made possible by the ability to angularly move the entire
device about the vertical axis 28 on which it is suspended.
[0013] As can be seen from Figures 5, 6, 7, 8, the outer surface 29 of the bell-shaped body
25 is of elliptical or oval section. This can be better seen by comparison with the
circular form of its base 30. The different circularity of the two surfaces 29 and
30 gives rise to a flat ledge 31. This flat ledge forms an abutment on which an interposing
piece 32 rests (Figure 3). This piece, shown in Figures 9, 10, 11, has a central hole
of oval shape similar to the outer surface 29 of the bell-shaped body 25. This is
to enable the two surfaces 29 and 33 to mate and hence predetermine their mutual orientation.
[0014] The interposing piece can slide vertically relative to the body 25. This enables
it to attain a position 34 in which it is torsionally released from the body and in
which it is retained by the manual retention action of the operator's finger 35.
[0015] Appropriate lugs 39 can be used to allow this action. To achieve coupling, the device
is lowered in the direction 27 while holding the interposing piece 32 raised (as shown
in Figure 3) until the bracket head 16 has penetrated into the bell-shaped body 25.
[0016] After this, the bell-shaped body 25 is rotated through 90° about the vertical axis
28 (while also holding the plate 22), to hence cause its two circumferential teeth
26A, 26B to engage the undercut grips 12 and 13 present on the head 16 of the bracket
3.
[0017] At the same time, the piece 32 is allowed to descend freely into the recess 21, conjugate
with it, which was previously formed in the concrete during the fixing of the bracket
3. This descent has as its aim the insertion of the piece 32 into the conjugate impression
or recess 21, but at the same time is also conditional on the oval form of its hole
33 coinciding (ie is properly orientated) with the oval form of the surface 29 of
the bell-shaped body 25. Given the smaller size of the low parts compared with the
higher parts (as in the case of an inverted cone), initial contact, with partial insertion,
takes place between the interposing piece 32 and the central bell-shaped body 25.
[0018] Following this it is easy to determine any further angular movement to be impressed
on the bell-shaped body 25 to achieve complete mating between the interposing piece
32 and the recess 21. This complete mating, involving coplanarity between the surface
of the edge 2 of the slab 1 and the top flat surface 36 of the interposed element
32, also indicates correct engagement between the teeth 26A, 26B and the grips 12
and 13 of the head 16 of the bracket 3. In this manner the slab 1 is completely coupled
to generic suspension means 36, from which it cannot escape. In this respect, for
it to escape it would be necessary for the bell-shaped body 26 to rotate through 90°
about the vertical axis 28, but this is made impossible by the fact that such rotation
would tend to cause the interposed element 32 to rotate, which is prevented by it
being seated in the recess 21, which is of oval and hence anti-rotation shape. The
mating angles between the various parts are such as to prevent, by virtue of the friction
of the surfaces involved, any slippage deriving from transverse force components.
[0019] With reference to Figure 3, this is a conceptual representation and hence the axis
28 is indicated as "vertical". In effect this verticality presupposes items positioned
with the bracket 3 vertical. However prefabricated concrete slabs or walls are sometimes
stacked horizontally. It follows that these have to be coupled on an axis of rotation
28 which is not vertical but horizontal, as is the bracket 3 in such a case. It subsequently
becomes vertical when lifted, as the slab is brought into a vertical position. With
reference to that stated, it is therefore important to consider that the item illustrated
is a slab having its two large surfaces 37, 38 vertical, whereas they may previously
lie horizontally, either resting on the ground or superimposed in typical stacks.
While the slab is turning upright, a positive locking role is played by the roof 40
provided on the central cavity of the bell-shaped body 25, which can hence additionally
engage the flat top of the head 16.
1. A safety anchoring method, particularly for lifting a concrete slab or wall, characterised by providing in an edge (2) of said slab or wall a recess (21) of predetermined shape
from which projects the head (16) of a bracket (3) embedded in the concrete of said
slab or wall and provided with grips (12, 13) having undercuts for the purpose of
anchoring onto the head (16) of the bracket (3) a bell-shaped body (25) with teeth
(26A, 26B) by rotating the bell-shaped body through 90° after inserting the bracket
head (16) into it through an appropriate conjugate slot (4), said acquired relative
position of anchorage between the bracket head (16) and the bell-shaped body (25)
then being stabilized by the descent (27) onto the outside of the bell-shaped body,
of an interposing piece (32) having a central anti-rotation hole (33) which mates
with the outer surface (29) of the bell-shaped body (25) and having an outer surface
which mates with said recess (21) of anti-rotation shape present in the edge (2) of
the slab or wall (1), the purpose of interposing the interposing piece (32) in the
recess being to confine the angular anchoring position of the bell-shaped body (25)
with its teeth (26A, 26B) engaged in the grips (12, 13) of the head (16) to the angular
position of the recess (21), and hence to fix the orientation of the bell-shaped body
(25) engaged on the bracket head relative to the head (16) itself, said head being
rigid with the recess (21) containing the interposing piece (32) torsionally rigid
(28) with the bell-shaped body.
2. A method as claimed in the preceding claim, characterised by a recess (21) formed during the casting of the concrete by an impressing element
(9) fixable to the bracket head (16) and positionable with its flat surface (14) aligned
with the edge (2) of the slab under construction, said impressing element being constructed
of elastic or tearable material to enable it to be removed when the concrete has set,
said element being able to be supplemented by a stiffening piece (17) which can be
removed for fitting the element to and removing it from the head (16) of the bracket
(3).
3. A coupling device for implementing the method claimed in the preceding claims, characterised by a plate (22) destined to be secured to usual suspension and lifting means (36) and
provided lowerly with a U-shaped element (23) for supporting, by a connection of chain-link
type, a bell-shaped body (25) provided with teeth (26A, 26B) and engagable in grips
(12, 13) on the head (16) of a bracket (3) by being rotated through 90° following
the insertion of said head (16) into the bell-shaped body (25) through an appropriate
conjugate slot (4), said bell-shaped body carrying externally an interposing piece
(32) with an anti-rotation hole (33) conjugate with an outer surface (29) of the body
(25) and with its outer anti-rotation shape torsionally lockable by a recess (21)
which houses the interposing piece (32) stably when it has completely mated with the
specific surface (29) of the bell-shaped body (25).
4. A device as claimed in the preceding claim, characterised in that an anti-rotation surface (29) on the bell-shaped body and the conjugate hole (33)
in the interposing piece (32) are of oval shape.
5. A device as claimed in the preceding claims 3 or 4, characterised in that the outer surface of the interposing piece (32) and the conjugate surface of the
recess (21) provided for its housing are of ovoidal shape.
6. A device as claimed in the preceding claims 3 to 5, characterised in that the teeth which engage the bell-shaped body are semicircular in shape (26A, 26B).
7. A device as claimed in the preceding claims 3 to 6, characterised in that the bell-shaped body (25) has a circular base (30) forming flat ledges (31) with
the overlying anti-rotation section (29) which act as a support surface for the interposing
piece (32) when in its rest state.
8. A device as claimed in the preceding claims 3 to 7, characterised by comprising, on the bracket head (16), grips (12, 13) having oblique surfaces of engagement
with the teeth (26A, 26B) of the bell-shaped body in order to create opposing thrust
force components in favour of the retention friction between the engaged parts, which
is proportional to the weight of the supported slab (1).
9. A device as claimed in the preceding claims 3 to 8, characterised in that the bracket head has a rectangular cross-section (4).
10. A device as claimed in the preceding claims 3 to 9, characterised by a bracket (3) provided with holes (41) and recesses (8) for housing steel reinforcement
rods (6, 7), and an angularly bent anti-extraction foot (5).
1. Sicherheitsverankerungsverfahren, insbesondere zum Heben einer Betonplatte oder -wand,
dadurch gekennzeichnet, dass in einer Kante (2) der Platte oder der Wand eine Ausnehmung (21) von vorgegebener
Form vorgesehen wird, aus der der Kopf (16) einer Klammer (3) vorragt, die in den
Beton der Platte oder der Wand eingebettet ist und mit Griffen (12, 13) mit Unterschneidungen
zu dem Zweck versehen ist, um einen glockenförmigen Körper (26) mit Zähnen (26A, 26B)
an dem Kopf (16) der Klammer (3) zu verankern, indem der glockenförmige Körper, nach
Einführen des Klammerkopfes (16) dorthinein durch einen geeigneten komplementären
Schlitz (4), um 90° gedreht wird, wobei die eingenommene relative Verankerungsposition
zwischen dem Klammerkopf (16) und dem glockenförmigen Körper (25) durch das Absenken
(27) eines Zwischenstücks (32) auf die Außenseite des glockenförmigen Körpers stabilisiert
wird, wobei das Zwischenstück (32) eine zentrale Antirotationsöffnung (33), die zu
der Außenfläche (29) des glockenförmigen Körpers (25) passt, und eine Außenfläche
hat, die zu der Ausnehmung (21) mit Antirotationsform passt, die in der Kante (2)
der Platte oder Wand (1) vorhanden ist, wobei der Zweck, das Zwischenteil (32) in
der Ausnehmung dazwischenzusetzen, darin besteht, die Winkelverankerungsstellung des
glockenförmigen Körpers (25) mit seinen Zähnen (26A, 26B) in Eingriff mit den Griffen
(12, 13) des Kopfs (16) auf die Winkelstellung der Ausnehmung (21) einzuschränken
und daher die Orientierung des glockenförmigen Körpers (25) in Eingriff mit dem Klammerkopf
relativ zu dem Kopf (16) selbst zu fixieren, wobei der Kopf starr in Bezug auf die
Ausnehmung (21) ist, die das Zwischenstück (32) verdrehungsfest (28) mit dem glockenförmigen
Körper enthält.
2. Verfahren nach dem vorhergehenden Anspruch, dadurch gekennzeichnet, dass eine Ausnehmung (21) während des Gießens des Betons durch ein Abruckelement (9) gebildet
wird, das an dem Klammerkopf (16) zu befestigen ist und das mit seiner flachen Oberfläche
(14) ausgerichtet mit der Kante (2) der in Herstellung befindlichen Platte positionierbar
ist, wobei das Abdruckelement aus einem elastischen oder zerreißbaren Material hergestellt
ist, damit es entfernt werden kann, wenn der Beton ausgehärtet ist, wobei das Element
dazu in der Lage ist, durch ein Versteifungsstück (17) ergänzt zu werden, das entfernt
werden kann, um das Element auf den Kopf (16) der Klammer (3) aufzusetzen oder davon
zu entfernen.
3. Kupplungsvorrichtung zur Ausführung des Verfahrens nach den vorhergehenden Ansprüchen,
gekennzeichnet durch eine Platte (22), die dazu bestimmt ist, an einer üblichen Aufhängeoder Hebeeinrichtung
(36) befestigt zu werden, und die unten mit einem U-förmigen Element (23) versehen
ist, um, durch eine Verbindung vom Kettengliedtyp, einen glockenförmigen Körper (25) zu tragen,
der mit Zähnen (26A, 26B) versehen ist und in Eingriff mit Griffen (12, 13) an dem
Kopf (16) einer Klammer (3) bringbar ist, indem er nach dem Einführen des Kopfes (16)
in den glockenförmigen Körper (25) durch einen geeigneten komplementären Schlitz (4) um 90° gedreht wird, wobei der glockenförmige
Körper außen ein Zwischenstück (32) trägt, das eine Antirotationsöffnung (33) komplementär
zu einer äußeren Oberfläche (29) des Körpers (25) hat und mit seiner äußeren Antirotationsform
gegen Verdrehung durch eine Ausnehmung (21) festsetzbar ist, die das Zwischenstück (32) stabil aufnimmt,
wenn es vollständig mit der spezifischen Oberfläche (29) des glockenförmigen Körpers
(25) zusammengefügt ist.
4. Vorrichtung wie im vorhergehenden Anspruch beansprucht, dadurch gekennzeichnet, dass eine Antirotationsoberfläche (29) auf dem glockenförmigen Körper und die komplementäre
Öffnung (33) in dem Zwischenstück (32) ovale Form haben.
5. Vorrichtung wie in den vorhergehenden Ansprüchen 3 oder 4 beansprucht, dadurch gekennzeichnet, dass die äußere Oberfläche des Zwischenstücks (32) und die komplementäre Oberfläche der
Ausnehmung (21), die zu ihrer Aufnahme vorgesehen ist, eiförmig sind.
6. Vorrichtung wie in den vorhergehenden Ansprüchen 3 bis 5 beansprucht, dadurch gekennzeichnet, dass die Zähne, die mit dem glockenförmigen Körper eingreifen, halbkreisförmig in der
Form (26A, 26B) sind.
7. Vorrichtung wie in den vorhergehenden Ansprüche 3 bis 6 beansprucht, dadurch gekennzeichnet, dass der glockenförmige Körper (25) eine kreisförmige Basis (30) hat, die flache Vorsprünge
(31) mit dem darüberliegenden Antirotationsabschnitt (29) bildet, die als Trägerflächen
für das Zwischenstück (32) dienen, wenn es sich in seiner Ruhestellung befindet.
8. Vorrichtung wie in den vorhergehenden Ansprüchen 3 bis 7 beansprucht, dadurch gekennzeichnet, dass sie an dem Klammerkopf (16) Griffe (12, 13) aufweist, die schräge Oberflächen zum
Eingreifen mit den Zähnen (26A, 26B) des glockenförmigen Körpers aufweisen, um gegensätzliche
Druckkraftkomponenten zu erzeugen, um die Rückhaltereibung zwischen den ineinandergreifenden
Teilen zu unterstützen, die proportional zum Gewicht der getragenen Platte (1) ist.
9. Vorrichtung wie in den vorhergehenden Ansprüchen 3 bis 8 beansprucht, dadurch gekennzeichnet, dass der Klammerkopf einen rechteckigen Querschnitt (4) hat.
10. Vorrichtung wie in den vorhergehenden Ansprüchen 3 bis 9 beansprucht, gekennzeichnet durch eine Klammer (3), die mit Löchern (41) und Ausnehmungen (8) zur Aufnahme von Stahlverstärkungsstangen
(6, 7) und durch einen im Winkel gebogenen Anti-Extraktions-Fuß versehen ist.
1. Procédé d'ancrage de sécurité, en particulier pour lever une dalle ou des parois de
béton, caractérisé en ce qu'on fournit dans un bord de ladite dalle ou paroi (2) une cavité (21) ayant une forme
déterminée à partir de laquelle fait saillie la tête (16) d'un étrier (3) enrobé dans
ladite dalle ou paroi de béton et munie de saisies (12, 13) ayant des contre-dépouilles
dans le but d'ancrer sur la tête (16) de l'étrier (3) un corps en forme de cloche
(25) ayant des dents (26A, 26B) par mise en rotation du corps en forme de cloche sur
90°C après insertion de la tête d'étrier (16) dans celui-ci à travers une fente conjuguée
appropriée (4), ladite position relative acquise d'ancrage entre la tête d'étrier
(16) et le corps en forme de cloche (25) étant alors stabilisée par la descente (27)
sur l'extérieur du corps en forme de cloche, d'une pièce d'interposition (32) ayant
un trou central anti-rotation (33) qui est apparié à la surface extérieure (29) du
corps en forme de cloche (25) et ayant une surface extérieure qui est appariée à ladite
cavité (21) ayant une forme anti-rotation existant dans le bord (2) de la dalle ou
de la paroi (1), le but de l'interposition de la pièce d'interposition (32) dans la
cavité étant de confiner la position d'ancrage angulaire du corps en forme de cloche
(26) ayant ses dents (26A, 26B) en prise dans les saisies (12, 13) de la tête (16)
à la position angulaire de la cavité (21), et par conséquent de fixer l'orientation
du corps en forme de cloche (25) en prise sur la tête d'étrier par rapport à la tête
(16) elle-même, ladite tête étant rigide, la cavité (21) contenant la pièce d'interposition
(32) rigide torsionnellement (28) avec le corps en forme de cloche.
2. Procédé selon la revendication 1, caractérisé en ce que la cavité (21) formée pendant le moulage du béton par un élément d'impression (9)
pouvant être fixé sur la tête d'étrier (16) et pouvant être positionné en ayant sa
surface plate (14) alignée avec le bord (2) de la dalle en construction, ledit élément
d'impression étant constitué d'un matériau élastique ou pouvant être déchiré pour
lui permettre d'être enlevé lorsque le béton a durci, ledit élément pouvant être fourni
par une pièce de raidissement (17) qui peut être enlevée pour agencer l'élément dans
la tête (16) de l'étrier (3) et l'enlever de celle-ci.
3. Dispositif d'accouplement pour mettre en oeuvre le procédé selon les revendications
précédentes, caractérisé par une plaque (22) destinée à être fixée à des moyens habituels de suspension et de
levage (36) et munie vers le bas d'un élément en forme de U (23) destiné à supporter,
par une liaison du type à maillons de chaîne, un corps en forme de cloche (25) muni
de dents (26A, 26B) et pouvant venir en prise dans des saisies (12, 13) existant sur
la tête (16) de l'étrier (3) en étant tourné sur 90°C après l'insertion de ladite
tête (16) dans le corps en forme de cloche (25) à travers une fente conjuguée appropriée
(4), ledit corps en forme de cloche supportant extérieurement une pièce d'interposition
(32) ayant un trou anti-rotation (33) conjugué à une surface extérieure (29) du corps
(25) et ayant sa forme extérieure anti-rotation pouvant être bloquée en tension par
une cavité (21) qui reçoit la pièce d'interposition (32) de manière stable lorsqu'elle
est entièrement appariée à la surface spécifique (29) du corps en forme de cloche
(25).
4. Dispositif selon la revendication précédente, caractérisé en ce qu'une surface anti-rotation (29) située sur le corps en forme de cloche et le trou conjugué
(33) de la pièce d'interposition (32) ont une forme ovale.
5. Dispositif selon la revendication 3 ou 4, caractérisé en ce que la surface extérieure de la pièce d'interposition (32) et la surface conjuguée de
la cavité (21) agencée pour recevoir celle-ci ont une forme ovoïde.
6. Dispositif selon l'une quelconque des revendications 3 à 5, caractérisé en ce que les dents qui viennent en prise avec le corps en forme de cloche ont une forme semi-circulaire
(26A, 26B).
7. Dispositif selon l'une quelconque des revendications 3 à 6, caractérisé en ce que le corps en forme de cloche (25) a une base circulaire (30) formant des rebords plats
(31) avec le tronçon anti-rotation sus-jacent (29) qui agissent en tant que surface
de support pour la pièce d'interposition (32) lorsqu'elle est dans son état d'appui.
8. Dispositif selon l'une quelconque des revendications 3 à 7, caractérisé en ce qu'il comporte, sur la tête d'étrier (16), des saisies (12, 13) ayant des surfaces de
contact obliques avec les dents (26A, 26B) du corps en forme de cloche afin de créer
des composantes de force de poussée opposées en faveur de la friction de retenue entre
les parties en contact, qui est proportionnelle au poids de la dalle supportée (1).
9. Dispositif selon l'une quelconque des revendications 3 à 8, caractérisé en ce que la tête d'étrier a une section transversale rectangulaire (4).
10. Dispositif selon l'une quelconque des revendications 3 à 9, caractérisé en ce qu'un étrier (3) est muni de trous (41) et de cavités (8) destinés à recevoir des tiges
de renforcement en acier (6, 7) et un pied anti-extraction incurvé angulairement (5).