(19) |
|
|
(11) |
EP 1 075 574 B1 |
(12) |
EUROPEAN PATENT SPECIFICATION |
(45) |
Mention of the grant of the patent: |
|
26.10.2005 Bulletin 2005/43 |
(22) |
Date of filing: 27.04.1998 |
|
(86) |
International application number: |
|
PCT/SG1998/000030 |
(87) |
International publication number: |
|
WO 1999/055976 (04.11.1999 Gazette 1999/44) |
|
(54) |
A SUPPORT MEMBER AND METHOD OF SUPPORTING A WALL
EIN STÜTZELEMENT UND VERFAHREN ZUR STÜTZUNG EINES MAUERS
ELEMENT DE SUPPORT ET PROCEDE POUR SUPPORTER UN MUR
|
(84) |
Designated Contracting States: |
|
AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE |
(43) |
Date of publication of application: |
|
14.02.2001 Bulletin 2001/07 |
(73) |
Proprietor: Dyntek Pte Ltd. |
|
Singapore 729570 (SG) |
|
(72) |
Inventors: |
|
- NG, Wee, Beng
Singapore 269269 (SG)
- WYATT, Gary, Donald
Singapore 278639 (SG)
|
(74) |
Representative: Watkin, Timothy Lawrence Harvey |
|
Lloyd Wise, Tregear & Co.,
Commonwealth House,
1-19 New Oxford Street London, WC1A 1LW London, WC1A 1LW (GB) |
(56) |
References cited: :
DE-A1- 2 849 882 DE-U1- 8 632 059
|
DE-A1- 3 602 308 GB-A1- 2 220 430
|
|
|
|
|
|
|
|
|
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] The invention relates to a support member and in particular, a support member for,
at least partially, supporting a wall.
[0002] Walls constructed from bricks have a maximum length and height to which they can
be constructed without requiring additional support to prevent flexing or collapsing
of the wall. Conventionally, brick walls have been supported by erecting concrete
supports at intervals along the brick wall, both horizontally and vertically, to support
the wall. As the brick wall requires to be mechanically tied to the concrete supports,
it is conventional practice to use metal rods which are fixed to the cement work of
the brick wall and to the concrete supports to tie the brick wall to the concrete
supports.
[0003] However, one of the disadvantages of this conventional approach is that the construction
and use of concrete supports is both time consuming and labour intensive. In order
to form the concrete support it is necessary to construct shuttering to enclose the
volume into which the concrete is to be poured. The shuttering is normally constructed
from wooden boards and requires the services of a joiner in order to construct the
shuttering. In addition, during construction of the shuttering, it is necessary to
insert the metal rods, which will be used to tie the brick wall to the concrete support,
through the side walls of the shuttering so that the metal rods extend outside the
shuttering and into the internal volume of the shuttering where the concrete is to
be poured. This requires the services of a steel bender to bend and install the metal
rods as required.
[0004] After the shuttering is complete and the metal rods have been inserted, concrete
is then poured into the shuttering and permitted to harden before the shuttering is
removed. When the shuttering is removed, the metal rods are bonded to the concrete
and the brick wall is tied to the concrete supports by the metal rods.
[0005] Hence, the conventional method of supporting brick walls using concrete supports
is time consuming, labour intensive and requires the services of three different tradesman
(joiner, steel bender and concrete pourer) in addition to a brick layer to construct
the wall itself.
[0006] In German patent document DE3602308, a retaining part is used to anchor an external
masonry work to a circular beam in the attic region. The retaining part is connected
to the circular beam via an anchor rail which only acts to fasten the retaining part
to the circular beam. Thus, the masonry work is prone to flexing if built beyond a
certain height or length.
[0007] In another German document DE-U1-8632059, a component for a prefabricated wall for
connecting a post to a support beam using wire coupling components is disclosed. The
arrangement of the post and the support beam forms a framework for supporting panels
and is not suitable for supporting a masonry wall.
[0008] In accordance with the present invention, a support member comprises an elongate
member having a side wall adapted to be located adjacent an end of a structure to
be supported, in use, the side wall including a number of engagement means which permit
a tie member to be mounted on the side wall, the tie member having a portion projecting
from the side wall to engage with the structure to be supported.
[0009] Preferably, the elongate member may be hollow and typically, has a substantially
rectangular cross-section.
[0010] Preferably, the support member further comprises end portions adapted to engage with
support surfaces at either end of the elongate member to support the elongate member
between the support surfaces.
[0011] Preferably, a number of engagement means are provided at discrete locations along
the side wall of the elongate members such that the positions of the tie members are
adjustable.
[0012] Typically, the engagement means comprise slots which are preferably substantially
parallel to the central longitudinal axis of the elongate member.
[0013] Preferably, the engagement means are provided on opposite sides of the elongate member
and preferably on all four sides of the elongate member. This has the advantage of
permitting the elongate member to be used to support two different thicknesses of
walls if the elongate member has a rectangular cross-section.
[0014] Preferably, the support member is for supporting a brick or stone wall and the tie
members are engaged with cement between bricks or stones forming the wall, in use.
[0015] Typically, the tie members are generally L-shaped with one portion of the L engaging
with the engagement means on the side wall and the other portion of the L engaging
with the wall to be supported.
[0016] Preferably, the support member is adapted to be used to support a wall with the support
member in a substantially vertical orientation or in a substantially horizontal orientation.
[0017] Typically, the elongate members are formed from a metal, such as steel.
[0018] An example of a support member in accordance with the invention will now be described
with reference to the accompanying drawings, in which:-
Figure 1 is a perspective view of a brick wall having vertical and horizontal stiffeners
to support the wall;
Figure 2 is an enlarged and exploded view of region A of Figure 1 showing the upper
end of the vertical stiffener;
Figure 3 is an enlarged and exploded view of region B of Figure 1 showing attachment
of a tie to the vertical stiffener;
Figure 4 is an enlarged and exploded view of region C of Figure 1 showing a connector
for coupling the horizontal stiffener to the vertical stiffener;
Figure 5 is an enlarged and exploded view of region D of Figure 1 showing the lower
end of the vertical stiffener;
Figure 6 is a perspective view of the tie shown in Figure 3; and
Figure 7 is a perspective view of a connector plate for use with the connector shown
in Figure 4.
[0019] Figure 1 shows a section of a wall 1 which is supported by a number of vertical stiffeners
2 (only one shown) which are interconnected by a number of horizontal stiffeners 3
(only two shown). As shown in Figure 1, the vertical stiffener 2 supports three portions
4, 5, 6 of the wall 1 and the vertical edges of the portions 4, 5, 6 adjacent to the
vertical stiffener 2 are mechanically connected to the stiffener 2 by means of a number
of ties 7.
[0020] The vertical stiffener 2 is connected at each of its upper and lower ends to an upper
support surface 8 and to a lower support surface 9, respectively by a connector 10.
In addition, each end of the horizontal stiffeners 3 are connected to the side of
the vertical stiffener 2 by a connector 11.
[0021] Each of the vertical and horizontal stiffeners 2, 3 comprise a hollow rectangular
box section defined by side walls 30, 31. Typically, the side walls 30 are approximately
half the width of side walls 31. The side walls 30, 31 each have a number of slots
22, 24 which extend in a direction substantially parallel to the longitudinal axis
of the stiffeners 2, 3. Each slot 22, 24 also has a respective opening 45, 46.
[0022] An exploded and enlarged view of the connectors 10 at the upper and lower ends of
the vertical stiffener 2 are shown in more detail in Figures 2 and 5. Connectors 10
include a hollow box section 12 defined by two side walls 17, a side wall 18 and two
partial side walls 40, 41. From the side wall 18 extends a bent over section 13 and
bent over sections 14 extend from the two partial side walls 40, 41. The bent over
sections 13, 14 enable a plate 15 to be slid between the bent over sections 13, 14
and ends 16 of the side walls 17. The widths of the side walls 17 and the side wall
18 is less than or equal to the internal dimensions of the vertical stiffener 2 such
that the box section 12 may be inserted into the upper and lower ends of the vertical
stiffener 2.
[0023] As shown in Figures 2 and 5, the plate 15 has two pairs of holes 19 through which
mechanical fastener 42 may be inserted to attach the plate 15 to the underside of
the upper support surface 8 and the upper side of the lower support surface 9. The
mechanical fasteners 42 are preferably powder actuated fasteners but may, alternatively,
be any type of suitable fastener, such as nails, masonry nails or screws.
[0024] An enlarged and exploded view of region B in Figure 1 is shown in Figure 3 where
it can be seen that the ties 7 include a planar section 20 which has two lugs 21 formed
thereon. The lugs can be inserted through openings 45, 46 to engage with slots 22,
24 in the side wall of the stiffener 2 to attach the tie 7 to the side wall 30. The
length of the slots 22, 24 is greater than the length of the lugs 21 to permit movement
of the tie 7, and, therefore, adjustment of the position of the tie 7 with respect
to the side wall 30. The planar section 20 of the tie 7 is connected to a ribbed section
23. The ribbed section 23 has a rib formation 25. The ribbed section 23 makes an angle
of approximately 90° with the planar section 20, such that when the lugs 21 are inserted
into the slots 22, the ribbed section 23 of the tie 7 extends substantially perpendicularly
to the side wall 30 of the stiffener 2. A rear perspective view of the tie 7 is shown
in Figure 6 where it can be seen that the lugs 21 extend both rearwardly and to the
side of the planar section 20.
[0025] An enlarged and exploded view of region C of Figure 1 is shown in Figure 4 where
the connector 11 is shown in more detail. The connector 11 includes the box section
12 which is identical to the box section 12 used in the connector 10. However, the
connector 11 has a plate 26 inserted between the bent over sections 13, 14 (not shown
in Figure 4) and the ends 16 of the side walls 17. The plates 26 have four lugs 27,
28 which engage with slots 24, 22 respectively in the side wall 30 of the vertical
stiffener 2. The box section 12 fits into the end of the horizontal stiffener 3 so
that the connector 11 couples the horizontal stiffener 3 to the vertical stiffener
2.
[0026] The plate 26 is shown in more detail in Figure 7. It can be seen that the plate 26
is symmetrical about a rotation of 180° around an axis through the center of the plate
26 and perpendicular to the surface of plate 26. The lugs 28, 27 are formed by punching
out sections of the plate 26 to form the lugs 28, 27 which extend rearwardly behind
the plate 26. This permits the rear surface of the plate 26 to be placed against the
external surface of the wall 30 and the lugs 28, 27 inserted through the openings
45, 46, respectively to engage in respective slots 22, 24 in the wall 30 to attach
plate 26 (and therefore the connector 11) to the vertical stiffener 2.
[0027] In use, the stiffeners 2, 3 are installed by first installing the vertical stiffener
2. The vertical stiffener 2 is installed by inserting connectors 10 into the upper
and lower ends of the stiffener 2 and positioning the stiffener 2 where desired. When
the stiffener 2 is in the correct position, fasteners 42 are driven through the holes
19 in the plates 15 to secure the connectors 10 to the upper and lower support surfaces
8, 9 and thereby retain the vertical stiffener 2 in the correct position.
[0028] Typically, the length of the vertical stiffener 2 is chosen to be nominally shorter
than the height of the vertical gap into which the stiffener has to fit and the depth
of the box sections 12 facilitate adjustment to ensure that the combination of the
connectors 10 and stiffener 2 extend from the lower support surface 9 to the upper
support surface 8. It is not essential that the box section 12 on the upper connector
10 is fully inserted into the upper end of the stiffener 2, it is sufficient that
only a portion of the box section 12 is inserted into the upper end of the stiffener
2. Hence, this facilitates adjustment of the height of the stiffener 2 to take account
differences and tolerances between the designed height of the wall 1 and the actual
height of the wall 1.
[0029] After the vertical stiffener 2 has been installed, the wall 1 is constructed and
ties 7 are mounted at appropriate intervals (typically every third or fourth layer
of bricks) on the side walls 30 of the vertical stiffener 2 such that the ribbed section
23 is mechanically locked to the wall 1 by the ribbed portion 23 being located between
layers of bricks and held by the cement between the layers. When the lower portions
4, 5 are constructed to a level where the horizontal stiffener 3 is required, the
last layer of bricks is completed except for the two end bricks adjacent the vertical
stiffener. The connectors 11 are inserted into each end of a horizontal stiffener
3 and the lugs in the plate 26 of the connectors 11 are inserted into the slots 22,
24 in the side walls 30 of adjacent vertical stiffeners 2 to mount the horizontal
stiffener above the last layer of bricks. Each end brick is then laid. Continuation
of construction of the wall 1 above the horizontal stiffener 3 then continues by construction
of the wall portion 6 above the stiffeners 3, with ties 7 inserted along the side
30 of the stiffener 2 at appropriate intervals to engage between the adjacent layers
of bricks to tie the wall portion 6 to the vertical stiffener 2.
[0030] Accordingly, the invention has the advantage that provision of a metal stiffener
onto which ties may be mounted, makes installation of the stiffeners 2, 3 more straightforward
than the conventional method of using concrete stiffeners. It also has the advantage
of reducing the need for a number of different tradesman being required to construct
and erect the stiffener.
[0031] The use of slots 22, 24 has the advantage of permitting vertical adjustment of the
ties 7 with respect to the stiffeners 2, 3 and vertical adjustment of the horizontal
stiffeners 3 to the vertical stiffeners 2. The adjustment is further enhanced by the
distribution of a number of slots 22, 24 across the surfaces of the side walls 30,
31.
[0032] In addition, as the side wall 31 is twice the width of the side wall 30, by using
the ties 7 on the side wall 31 permits the stiffeners 2, 3 to be used to support a
thicker wall. Hence, the stiffeners 2, 3 can be used to support two different wall
thicknesses.
[0033] The slots also have the advantage of aiding adhesion of plaster to the stiffeners
2, 3 by helping the plaster to key to the metal surface. In addition, the recessed
nature of the side walls 30, by making the separation of the side walls 30 less than
the width of the side walls 31, also aids rention of plaster on to the side walls
30. This is less critical on the side walls 31, as the side walls 31 are narrower.
However, the side walls 31 could also be recessed if desired.
1. Support apparatus for supporting a masonry wall (4,5,6), the apparatus comprising
an elongate member (2,3) having a side wall (30,31) adapted to be located adjacent
and facing an end of the masonry wall (4,5,6) to be supported, in use, said side wall
(30,31) including a plurality of engagement means (22,24),
and
a plurality of tie members (7) arranged to be mounted on said side wall (30,31) via
the engagement means (22,24),
each tie member (7) having a portion (23) arranged to project from said side wall
(30,31), to engage with the masonry wall (4,5,6) to be supported,
characterised in that,
the engagement means (22,24) are provided at discrete locations along the longitudinal
direction of the side wall (30,31) of the elongate member (2,3).
2. Support apparatus according to claim 1, wherein the elongate member (2,3) is hollow.
3. Support apparatus according to claim 1 or claim 2, wherein the elongate member (2,3)
has a substantially rectangular cross-section.
4. Support apparatus according to any of the preceding claims, and further comprising
first end portions (10) adapted to engage with support surfaces (8,9) at either end
of the elongate member (2,3) to support the elongate member (2,3) between the support
surfaces (8,9), in use.
5. Support apparatus according to any of the preceding claims, wherein the engagement
means (22,24) comprises a slot.
6. Support apparatus according to claim 5, wherein the slot (22,24) is substantially
parallel to the central longitudinal axis of the elongate member (2,3).
7. Support apparatus according to any of the preceding claims, wherein the tie member
(7) comprises a first portion (20) adapted to engage with the engagement means (22,24)
and a second portion (23) adapted to project from the side wall (30,31) of the elongate
member (2,3) when the first portion (20) is engaged with the engagement means (22,24).
8. Support apparatus according to claim 7, wherein the first and second portions (20,23)
form a generally "L" shape.
9. Support apparatus according to claim 7 or claim 8 when dependent on claim 5 or claim
6, wherein the first portion (20) of the tie member (7) comprises a formation (21)
which is adapted to engage with the slot (22,24).
10. Support apparatus according to any of the preceding claims, wherein the engagement
means (22,24) are provided in each side wall (30,31) of the elongate member (2,3).
11. Support apparatus according to any of the preceding claims further comprising
a further elongate member (2,3), and
an end portion (11) adapted to engage with engagement means (22,24) on a first one
(2) of the elongate members to support a second one (3) of the elongate members in
a substantially horizontal orientation in use when the first one (2) of the support
members is in a substantially vertical orientation in use.
12. A method of supporting a masonry wall (4,5,6), the method comprising the steps of:
locating a side wall (30,31) of an elongate member (2,3) adjacent and facing an end
of a masonry wall (4,5,6) to be constructed, the side wall (30,31) including a plurality
of engagement means (22,24) provided at discrete locations along a longitudinal direction
of the side wall (30,31) of the elongate member (2,3);
constructing the masonry wall (4,5,6); and
mounting a plurality of tie members (7) on the side wall (30,31) via the engagement
means (22,24); each tie member (7) having a portion (23) projecting from the side
wall (30,31) and which is located between layers of masonry as the said wall (30,31)
is being constructed.
1. Stützvorrichtung zum Abstützen einer Mauerwerkswand (4, 5, 6), umfassend
ein längliches Bauteil (2, 3) mit einer Seitenwandung (30, 31), die geeignet ist,
im Einsatz benachbart und gegenüber einem Ende der zu stützenden Mauerwerkswand (4,
5, 6) angeordnet zu werden, wobei die Seitenwandung (30, 31) eine Vielzahl an Eingriffsmitteln
(22, 24) umfasst, und
eine Vielzahl an Verbindungsteilen (7), die ausgebildet sind, um an der Seitenwandung
(30, 31) über die Eingriffsmittel (22, 24) befestigt zu werden, wobei jedes Verbindungsteil
(7) einen Abschnitt (23) besitzt, der ausgebildet ist, um von der Seitenwandung (30,
31) abzustehen, um mit der zu stützenden Mauerwerkswand (4, 5, 6) in Eingriff zu gelangen,
dadurch gekennzeichnet, dass
die Eingriffsmittel (22, 24) an diskreten Stellen entlang der Längsrichtung der Seitenwandung
(30,31) des länglichen Bauteils (2, 3) angeordnet sind.
2. Stützvorriclitung gemäß Anspruch 1, wobei das längliche Bauteil (2, 3) hohl ist.
3. Stützvorrichtung gemäß Anspruch 1 oder Anspruch 2, wobei das längliche Bauteil (2,
3) einen im Wesentlichen rechteckigen Querschnitt aufweist.
4. Stützvorrichtung gemäß einem der voranstehenden Ansprüche, und ferner umfassend erste
und zweite Abschnitte (10), die geeignet sind, um mit Stützflächen (8, 9) an beiden
Enden des länglichen Bauteils (2, 3) in Eingriff zu gelangen, um das längliche Bauteil
(2, 3) während des Einsatzes zwischen den Stützflächen (8, 9) abzustützen.
5. Stützvorrichtung gemäß einem der voranstehenden Ansprüche, wobei die Eingriffsmittel
(22, 24) einen Schlitz umfassen.
6. Stützvorrichtung gemäß Anspruch 5, wobei der Schlitz (22, 24) im Wesentlichen parallel
zu der mittigen Längsachse des länglichen Bauteils (2, 3) verläuft.
7. Stützvorrichtung gemäß einem der voranstehenden Ansprüche, wobei das Verbindungsteil
(7) einen ersten Abschnitt (20), der geeignet ist, um mit den Eingriffsmitteln (22,
24) in Eingriff zu gelangen, und einen zweiten Abschnitt (23) umfasst, der geeignet
ist, um von der Seitenwandung (30, 31) des länglichen Bauteils (2, 3) abzustehen,
wenn der erste Abschnitt (20) mit den Eingriffsmitteln (22, 24) sich im Eingriff befindet.
8. Stützvorrichtung gemäß Anspruch 7, wobei die ersten und zweiten Abschnitte (20, 23)
im Allgemeinen eine "L"-Form bilden.
9. Stützvorrichtung gemäß Anspruch 7 oder Anspruch 8 in Abhängigkeit von Anspruch 5 oder
Anspruch 6, wobei der erste Abschnitt (20) des Verbindungsteils (7) eine Struktur
(21) aufweist, die geeignet ist, um mit dem Schlitz (22, 24) in Eingriff zu gelangen.
10. Stützvorrichtung gemäß einem der voranstehenden Ansprüche, wobei die Eingriffsmittel
(22, 24) in jeder Seitenwandung (30, 31) des länglichen Bauteils (2, 3) angeordnet
sind.
11. Stützvorrichtung gemäß einem der voranstehenden Ansprüche, ferner umfassend
ein weiteres längliches Bauteil (2, 3) und
einen Endabschnitt (11), der geeignet ist, um mit den Eingriffsmitteln (22, 24) eines
Ersten (2) der länglichen Bauteile in Eingriff zu gelangen, um ein Zweites (3) der
länglichen Bauteile während des Einsatzes in einer im Wesentlichen horizontalen Ausrichtung
abzustützen, wenn sich das Erste (2) der Stützbauteile während des Einsatzes in einer
im Wesentlichen vertikalen Ausrichtung befindet.
12. Verfahren zum Abstützen einer Mauerwerkswand (4, 5, 6), wobei das Verfahren die folgenden
Schritte umfasst:
Anordnen einer Seitenwandung (30, 31) eines länglichen Bauteils (2, 3) benachbart
und gegenüber einem Ende einer zu errichtenden Mauerwerkswand (4, 5, 6), wobei die
Seitenwandung (30, 31) eine Vielzahl an Eingriffsmitteln (22, 24) umfasst, die an
diskreten Stellen entlang einer Längsrichtung der Seitenwandung (30, 31) des länglichen
Bauteils (2, 3) angeordnet sind; Errichten der Mauerwerkswand (4, 5, 6); und
Befestigen einer Vielzahl an Verbindungsteilen (7) an der Seitenwandung (30, 31) über
die Eingriffsmittel (22, 24); wobei jedes Verbindungsteil (7) einen Abschnitt (23)
aufweist, welcher von der Seitenwandung (30, 31) absteht und welcher zwischen Mauerwerksschichten
während der Errichtung der Wand (30, 31) angeordnet wird.
1. Dispositif de soutien pour soutenir un mur de maçonnerie (4, 5,6), l'appareil comprenant
un élément allongé (2, 3) ayant une paroi latérale (30, 31) destinée à être placée
à côté et en face d'une extrémité du mur de maçonnerie (4, 5,6) à soutenir pendant
l'utilisation, ladite paroi latérale (30, 31) comprenant une pluralité de moyens de
prise (22, 24), et
une pluralité de tirants (7) agencés pour être montés sur ladite paroi latérale (30,
31) à l'aide des moyens de prise (22, 24), chaque tirant (7) comportant une partie
(23) agencée pour déborder de ladite paroi latérale (30, 31) pour venir en prise avec
le mur de maçonnerie (4, 5, 6) à soutenir,
caractérisé en ce que
les moyens de prise (22, 24) sont prévus è des emplacements discrets le long de la
direction longitudinale de ladite paroi latérale (30, 31) de l'élément allongé (2,
3).
2. Dispositif de soutien selon la revendication 1, dans lequel l'élément allongé (2,
3) est creux.
3. Dispositif de soutien selon la revendication 1 ou 2, dans lequel l'élément allongé
(2, 3) a une section transversale sensiblement rectangulaire.
4. Dispositif de soutien selon l'une quelconque des revendications précédentes et comprenant,
en outre, des premières parties d'extrémité (10) destinées à venir en prise avec des
surfaces de soutien (8, 9) à l'une ou l'autre des extrémités de l'élément allongé
(2, 3) pour soutenir l'élément allongé (2, 3) entre les surfaces de soutien (8, 9)
pendant l'utilisation.
5. Dispositif de soutien selon l'une quelconque des revendications précédentes, dans
lequel les moyens de prise (22, 24) comprennent une fente.
6. Dispositif de soutien selon la revendication 5, dans lequel la fente (22, 24) est
sensiblement parallèle a l'axe longitudinal médian de l'élément allongé (2, 3).
7. Dispositif de soutien selon l'une quelconque des revendications préodeentes, dans
lequel le tirant (7) comprend une première partie (20) destinée à venir en prise avec
les moyens de prise (22, 24) et une seconde partie (23) destinée à déborder de le
paroi latérale (30, 31) de l'élément allongé (2, 3) lorsque la première partie (20)
est en prise avec les moyens de prise (22, 24).
8. Dispositif de soutien selon la revendication 7, dans lequel la première et la seconde
partie (20, 23) forment une forme généralement en "L".
9. Dispositif de soutien selon la revendication 7 ou la revendication 8 lorsqu'elles
dépendent de la revendication 5 ou de la revendication 6, dans lequel la première
partie (20) du tirant (7) comprend une structure (21) qui est destinée à venir en
prise avec la fente (22, 24).
10. Dispositif de soutien selon l'une quelconque des revendications précédentes, dans
lequel les moyens de prise (22, 24) sont prévus dans chaque paroi latérale (30, 31)
de l'élément allongé (2, 3).
11. Dispositif de soutien selon l'une quelconque des revendications précédentes, comprenant,
en outre, un autre élément allongé (2, 3) et une partie d'extrémité (11) destinée
à venir en prise avec les moyens de prise (22, 24) sur un premier (2) des éléments
allongés pour soutenir un deuxième (3) des éléments allongés orienté sensiblement
horizontalement pendant l'utilisation lorsque le premier (2) élément de soutien est
orienté sensiblement verticalement pendant l'utilisation.
12. Procédé pour soutenir un mur de maçonnerie (4, 5, 6), le procédé comprenant les étapes
de :
placement d'une paroi latérale (30, 31) d'un élément allongé (2, 3) à côté et en face
d'une extrémité du mur de maçonnerie (4, 5, 6) à construire, la paroi latérale (30,
31) comprenant une pluralité de moyens de prise (22, 24) prévus à des emplacements
discrets le long de la direction longitudinale de la paroi latérale (30, 31) de l'élément
allongé (2, 3) ;
construction du mur de maçonnerie (4, 5, 6) ; et
montage d'une pluralité de tirants (7) sur la paroi latérale (30, 31) à l'aide des
moyens de prise (22, 24) ; chaque tirant (7) comportant une partie (23) qui déborde
de la paroi latérale (30, 31) et qui est placée entre des couches de maçonnerie au
fur et à mesure de la construction dudit mur (4, 5, 6).