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EP 1 172 493 B1 |
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EUROPEAN PATENT SPECIFICATION |
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Mention of the grant of the patent: |
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06.07.2005 Bulletin 2005/27 |
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Date of filing: 14.07.2000 |
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International Patent Classification (IPC)7: E04B 1/04 |
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A wall element
Wandelement
Elément de paroi
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Designated Contracting States: |
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AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE |
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Date of publication of application: |
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16.01.2002 Bulletin 2002/03 |
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Proprietors: |
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- Société Européenne d'Etudes et de Construction
93100 Montreuil (FR)
- System Trade Europe AB (STEAB)
19255 Sollentuna (SE)
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Inventor: |
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- Cruells, Angel
93100 Montreuil (FR)
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Representative: Platt, Timothy Nathaniel |
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Albihns Stockholm AB
P.O.Box 5581 114 85 Stockholm 114 85 Stockholm (SE) |
| (56) |
References cited: :
DE-A- 2 158 475 US-A- 3 330 084
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US-A- 2 883 852 US-A- 3 736 709
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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] The present invention relates to an exterior concrete wall element according to the
preamble of claim 1.
[0002] A plurality of reinforcing band devices and constructions for junctions between wall
elements of buildings are well known. Generally the constructions are used to secure
building elements to each other. In areas where earthquakes frequently appears, buildings
can be reinforced by means of, for example, strips.
[0003] Sometimes it is an advantage if the floor components, i.e. floor slabs, of a building
can be uncovered at their ends, so that service and inspection work can be done in
an efficient manner. That is, when the wall elements not cover the ends of the floor
slabs, hollow cores and their outlet placed in the floor slabs, will be easy to reach.
[0004] A major problem today is that known reinforcing band devices cover the section of
a building, that is the area where the ends of the floor slabs are placed between
two on each other standing wall elements. This means that no service lines can be
placed in the floor slabs being accessible from outside the building, since the band
will cover the outlets. If there is a wish to place service lines in the floor slabs,
accessible from the outside the building, the building worker must bore holes in the
band for reaching the hollow cores. This will cause high costs and a complexity even
during the service work and also a poorer strength of the building.
[0005] There is a need for wall elements comprising means for reinforcing and for holding
a plurality of walls to each other. This wall elements can be load-bearing walls in
a building with service lines, such as electric cables, water pipes, waste pipes an
the like, extending into and out of rooms and enclosed areas in the building, which
service lines further are placed in or adjacent exterior walls in a manner to be accessible
from outside the building. The present invention is a result of a development work
concerning the invention described in the EP 0 225 419 A1, and also in US-A-3 330
084. Document US-A-3 330 084 discloses an exterior concrete wall element.
[0006] There is a need for a simple means for alignment of wall elements during the construction
process.
[0007] There is also a need for a wall element with a reinforcing device, which is easy
to mount and which is cost effective.
[0008] Further on, an intention of the inventor is to provide a wall element, which has
an integrated multi-purpose reinforcing device. This will make the construction of
a building more uncomplicated and therefore more flexible and cost effective.
SUMMARY OF THE INVENTION
[0009] This has been solved by an exterior concrete wall element as initially defined, which
is characterized in that the elongated strengthening member extends with an essentially
lesser height above the upper side than the height of at least one hollow core outlet
discharging at the transverse outer end for making said outlet accessible from outside
a building comprising said wall element, which hollow core, for accommodation of electric
cables, water pipes, waste pipes and the like, is provided in the floor component.
In this way, wherein hollow cores provided in the floor components according to known
technique and wherein the wall elements not are covering the transverse outer ends
of the floor components, the hollow cores can be accessible from outside the building,
and the building is more resistant to earth quakes etc.
[0010] Suitably, the elongated strengthening member is mounted to said wall element, wherein
the width and the length of the support surface are determined by respectively the
member and the intersection line between the support surface and the plane of the
back side. Hereby the floor component can be mounted to the upper side of the wall
elements in an easy way, since the support surface is physical already before the
floor component will be placed thereto. This will make the assembly work more cost
effective. Furthermore, the strengthening member will prevent the wall elements and
the floor components to move in a direction transverse to the prolongation of the
member in a plane parallel to the floor components.
[0011] Suitably, a gusset plate respectively is mounted at each corner of the wall element
each gusset plate having a first flange essentially in the same plane as the plane
of the upper and lower side and a second flange recessed in the front side, wherein
the elongated strengthening member is mountable to the first flanges. Hereby the elongated
strengthening member can be mounted to the upper side of the wall element. The second
flange is provided for a plate connectable to another wall element.
[0012] Preferably, the elongated strengthening member is made of a hollow square steel tube.
In this way the area, on which weld joints and reinforcing bars etc. are placed, will
be larger than what a homogeneous steel bar would provide with the same strength.
Of course, the cross-section of the strengthening member can be rectangular as well.
[0013] Suitably, an elongated junction bar is mountable to the elongated strengthening member
constituting its connection means. Hereby respectively each strengthening member of
each wall element can be connected to each other and the members can together constitute
a strip around a building.
[0014] Suitably, a reinforcing strip is connectable to said elongated junction bar, which
strip extends to an other exterior concrete wall element placed at the opposite side
of a building and between two elongated concrete floor components. Hereby the wall
elements according to the invention are in a fixed position, standing in an opposite
position of a building in a direction corresponding to the prolongation of the floor
component.
[0015] Preferably, plates are mountable to the second flanges of the wall element for making
a junction between the wall element and second flanges of adjoining wall elements.
Hereby the storeys of a multi-storied building with hollow cores accommodating hollow
cores, accessible from outside the building, can be reinforced. That is, the area
within the lower side of a wall element can be fixed towards the strengthening member
of the wall element standing adjoining below this element. At the same time, corners
of other adjoining wall elements of the same type can be connected to the strengthening
member. Also, the joint between the strengthening member and the first flange will
according to the invention by means of the plate be additionally more rigid. The outer
side of the plate will, since the second flange is recessed in the front side of the
wall element, have the same plane as the front side. This will simplify the assembling
work with panels covering the building sides.
[0016] Suitably, the wall elements constitute exterior walls in a multi-storied building,
wherein the elongated strengthening members are mounted to the wall element. In such
way a building owns a flexibility in mounting and a cost effective status concerning
the assembly work. This multi-storied building has also an integrated reinforcing
device, which makes a building according to the invention resistant to earth quakes
etc.
[0017] Preferably, the elongated strengthening members is mounted to the gusset plates,
the reinforcing bar and the elongated junction bar by means of welding. Hereby a strong
junction is provided between the members, plates and bars and which art of connection
provides a flexibility in the assembly work.
[0018] Preferably, at least one reinforcing bar is connectable to the elongated strengthening
member and to the hollow core outlet for making a junction between said wall element
and said floor component. This will prevent the wall element to move in a direction
into the building comprising the wall elements according to the invention.
[0019] The exterior concrete wall element according to the invention, is adapted to be a
building element in a multi-purpose system, wherein a continuous reinforcing strip
is provided by means of the plurality of the elongated strengthening members connected
to each other and placed in a building according to the invention.
DRAWING SUMMARY
[0020] The invention will now be described schematically with reference to the accompanying
drawings, in which
Fig. 1a-1b schematically illustrates in perspective a building with wall elements
according to prior art,
Fig. 2 schematically illustrates in perspective a section of a junction between a
wall element according to the invention and a floor component,
Fig. 3 schematically illustrates a wall element according to the invention in a front
view from outside, and
Fig. 4a-4b schematically illustrate respectively cross-sectional views taken along
lines A-A and B-B in fig. 3.
DETAILED DESCRIPTION OF THE INVENTION
[0021] Fig. 1a shows schematically a building 1. Wall components 3, known in prior art,
and floor slabs, also in this application called elongated floor components 5, are
according to known technique used for the building 1. The building 1 has hollow cores
7 accessible from the outside of the building 1. Of course, panel elements (not shown)
can be mounted onto the wall components 3 of the building 1. The hollow cores 7 provide
that each flat, office or the like can be supplied individually with electricity,
cold water etc, which enables each flat to be responsible for its own heating, electricity
and ventilation etc.
[0022] Fig. 1b shows the building 1 with strips 9 around it. This reinforcing device is
common for buildings built in earthquake areas. But the strips 9 are covering the
hollow cores 7 and there is a problem for service personal to carry out their service
work. They have to bore holes (not shown) through the strips 9 to reach the hollow
cores 7. This is expensive and weakens the reinforcement.
[0023] Fig. 2 shows schematically in perspective a section of a junction between four exterior
concrete wall elements 11 according to the invention and two floor components 5. The
exterior concrete wall element 11 comprises a first and a second vertical side 13,
14. It further comprises a front and a back side 15, 16 and an upper side 17 and a
lower side 18. The upper and lower sides 17, 18 have each a support surface 20 for
supporting the elongated concrete floor component 5 at its outer ends 19. The floor
component 5 comprises hollow cores 7 according to known technique. The hollow cores
7 extend through the floor component 5.
[0024] The hollow cores 7 accommodate electric cables 21, water pipes, waste pipes and the
like. Outlets 23 discharge at the outer end of the floor component 5 and inlets 24
are provided inside the building. The electric cable 21 is accessible from the outside
of the building by means of the invention. Since an elongated strengthening member
25 is provided adjacent, to the support surface 20, parallel to the prolongation of
the upper side 17, (that is on the upper side 17 of the wall element 11) and this
member 25 is connected via a connection means 26 (such as an elongated junction bar
27, se also fig. 3) to a similar elongated strengthening member 25', the wall elements
can not be moved from each other sideways. The fastening of the member 25 at the wall
element 11 will be described more closely further on with reference to the fig. 3
and 4a-4b.
[0025] Fig. 3 illustrates the exterior concrete wall element 11 in a front view. The elongated
strengthening member 25 extends with an essentially lesser height h above the upper
side 17 than the height H of the hollow core outlet 23. The hollow cores 7 accommodate
electrical cables 21. The member 25 is mounted to the wall element 11 in a way to
define or determine a support surface 20 (see fig. 2) at the upper side 17. The length
of this support surface 20 corresponds to the length of the wall element 11 and the
width of the support surface 20 corresponds to the distance between the intersection
line between the support surface 20 and a plane of said backside 16.
[0026] An L-formed reinforcing bar 29 is connected by means of welding to the strengthening
member 25 and to one of the hollow cores 7 of the floor component 5. This hollow core
7 is plugged with a plug 31 (se fig. 4a) and refilled with concrete filler 33. A hair
pin formed bar 35 connected to a holding loop 36 of the above placed wall is also
moulded into this plugged hollow core 7 for reinforcement. Further on, extending from
the upper side 17 of the wall element 11 is a lifting loop 37 moulded into the same
plugged line 23. This provides a junction between the wall element 11 and the floor
component 5. The lifting loop 37 is though provided for lifting the wall element and
for reinforcing the junction between floor component 5 and the wall element 11.
[0027] A gusset plate 39 is mounted respectively at each corner of the wall element 11,
each gusset plate 39 having a first flange 41 and a second flange 43. The first flange
41 is arranged in the same plane as the upper side 17. In this way the elongated strengthening
member 25, made of a hollow square steel tube, bear on the upper side 17 when welded
to the first flanges 41. The second flange is arranged in a recess 49 of the front
side 15 (this is clearly shown in fig. 4b) so that a plate 45, which will be described
further on with reference to fig. 4b, will have its outer side in line with the front
side 15. To the left in fig. 3 the plate 45 is mounted. To the right in fig. 3 a further
plate has not yet been mounted. The plate is mounted by means of welding to the second
flanges 43 of the wall elements 11, 11'.
[0028] An elongated junction bar 27 is mounted by means of welding to the top side of the
strengthening member 25 arranged at the upper side 17. The junction bar 27 further
is welded to the strengthening member 25' of the adjoining wall element 11'. In this
way a connection means 26 between two wall elements 11, 11' is provided.
[0029] Between the lower side 18 of a above standing wall element 11 and the floor component
5 are neoprene plates 55 placed for making a distance between the wall element 11
and the floor component 5 and for decreasing the impact sound. Sealing compound 56
(see fig. 4) is filled in the space between the lower sides 18 of the wall elements
11 and the floor components 5. Joints between the wall elements 11 and 11' have the
reference 47.
[0030] A reinforcing strip 29' is connectable to said elongated junction bar 27, which strip
29' extends to an other exterior concrete wall element (not shown) placed at the opposite
side of a building (not shown) and between two elongated concrete floor components
5, 5'. The ends of the reinforcing strip 29' is welded to the junction bar 27 of respectively
wall opposite wall element 11. This means that a fixture has been provided also in
the direction of the floor components 5. As seen in the fig. 3 the strip 29' is placed
between the floor components
[0031] In fig. 4a, which shows a cross-sectional view along line A-A in fig. 3, is illustrated
how the strengthening member 25, in this embodiment a hollow square steel tube, is
connected to the floor component 5 by means of the L-formed reinforcing bar 29 made
of steel. One part of the bar 29 is projecting into the outlet 23 of one of the hollow
cores 7. A plug 31 is mounted in the hollow core 7 and a section of an upper side
of the floor component 5 is removed for moulding the filler 33 into the space formed
by the outlet 23. The hair pin bar 35 and the lifting loop 37 is also projecting into
the hollow core 7 surrounded by the filler 33. The holding loop 36 as well as the
lifting loop 37 are moulded into the wall element 11 during the production of the
wall element 11.
[0032] Fig. 4b illustrates a cross-section along line B-B in fig. 3. The gusset plates 39
are mounted in the recess 49 of the front side 15. The gusset plates 39 are fastened
to the wall elements 11, 11' by means of into the wall element 11 extending pins 51
and the fastening can be done during the manufacturing of the wall element 11. Weld
joints 52 are also illustrated in the figures 4a and 4b. The recess 49 permits the
plate 45 (not shown in fig. 4b, but in fig. 3) to have its outer side in line with
the front side 15 of the wall element 11. This will simplify the mounting of a panel
(not shown) outside the building, since an even surface thus is achieved. The electric
cable 21 or the like is supported by means of a support 53. The element gusset plate
may in this application be called welding plate as well.
[0033] Vertical bars 100 is moulded in the wall element 11 and are connectable by means
of welding to a similar wall element standing above the element 11 via the gusset
plate 39. In this way a cross-like connection is provided near the corners of each
wall element 11 and strengthening members are though provided in a building also in
a vertical direction.
[0034] Other embodiments, such as wherein the elongated strengthening member 25 is mounted
at the lower side 18 of the wall element 11 or at both sides are possible embodiments
wherein the member 25 could be a strip or a homogenous band.
[0035] The outlet 23 will be accessible from outside the building by means of the invention,
and a flexibility according to the purpose of the inventor of this invention is achieved.
Since the wall elements 11 according to the invention may constitute exterior walls
in a multi-storied building, which wall elements comprises the elongated strengthening
members, the floor components according to known technique may be used. Of course
may other floor components be used as well within the framework of the invention Other
ways of fastening the members, bars and elements than welding are also possible in
the framework of the scope of the claims.
1. An exterior concrete wall element (11) comprising a first and a second vertical side
surface (13, 14), a front and a back side (15, 16), an upper and a lower side (17,
18) each having a support surface (20) for supporting at least one elongated concrete
floor component (5) at its transverse outer end (19); at least one elongated strengthening
member (25) is provided adjacent to said support surface (20), parallel to the prolongation
of said upper side (17), and which member (25) comprises connection means (26) for
connecting said member (25) to a similar elongated strengthening member (25') provided
at an adjoining wall element (11'), characterized in that said elongated strengthening member (25) extends with an essentially lesser height
(h) above said upper side (17) than the height (H) of at least one hollow core (7)
with an outlet (23) discharging at said transverse outer end (19) for making said
outlet (23) accessible from outside a building comprising said wall element (11),
which hollow core (7), for accommodation of electric cables (21), water pipes, waste
pipes and the like, is provided in said floor component (5).
2. A wall element (11) according to claim 1, characterized in that said elongated strengthening member (25) is mounted to said wall element (11), wherein
the width and the length of said support surface (20) are determined by respectively
said member (25) and the intersection line between said support surface (20) and the
plane of said back side (16).
3. A wall element (11) according to any one of the preceding claims, characterized in that a gusset plate (39) respectively is mounted at each corner of said wall element (11),
each gusset plate (39) having a first flange (41) essentially in the same plane as
the plane of said upper and lower side (17, 18) and a second flange (43) recessed
in said front side (15), wherein said elongated strengthening member (25) is mountable
to said first flanges (41).
4. A wall element (11) according to any one of the preceding claims, characterized in that said elongated strengthening member (25) is made of a hollow square steel tube.
5. A wall element (11) according to any one of the preceding claims, characterized in that an elongated junction bar (27) is mountable to said elongated strengthening member
(25) constituting its connections means (26).
6. A wall element (11) according to claim 5, characterized in that a reinforcing strip (29') is connectable to said elongated junction bar (27), which
strip (29') extends to an other exterior concrete wall element placed at the opposite
side of a building and between two elongated concrete floor components (5).
7. A wall element (11) according to claim 3, characterized in that plates (45) are mountable to said second flanges (43) of said wall element (11) for
making a junction between said wall element (11) and second flanges (43) of adjoining
wall elements (11').
8. A wall element (11) according to claims 1-2, characterized in that at least one reinforcing bar (29) is connectable to the elongated strengthening member
(25) and to said hollow core outlet (23) for making a junction between said wall element
(11) and said floor component (5).
9. A wall element (11) according to any one of the preceding claims, characterized in that said wall elements (11) constitute exterior walls in a multi-storied building, wherein
said elongated strengthening members (25) are mounted to said wall element.
10. A wall element (11) according to claim 3, characterized
in that said elongated strengthening members (25) is mounted to said gusset plates (39),
said reinforcing bar (29) and said elongated junction bar (27) by means of welding.
1. Äußeres Betonwandelement (11), umfassend eine erste und eine zweite vertikale Seitenfläche
(13, 14), eine vordere und eine hintere Seite (15, 16), und eine obere und eine untere
Seite (17, 18), die jeweils eine Lagerfläche (20) zum Lagern mindestens eines länglichen
Betonbodenbauteils (5) an ihrem äußeren Querende (19) besitzen; mindestens ein längliches
Verstärkungselement (25) ist benachbart zu der Lagerfläche (20), parallel zu der Verlängerung
der oberen Seite (17) vorgesehen, und das Element (25) umfasst Verbindungsmittel (26)
zum Verbinden des Elements (25) mit einem ähnlichen, länglichen Verstärkungselement
(25'), das an einem benachbarten Wandelement (11') vorgesehen ist, dadurch gekennzeichnet, dass das längliche Verstärkungselement (25) sich mit einer wesentlich geringeren Höhe
(h) oberhalb der oberen Seite (17) als die Höhe (H) mindestens einen Hohlkerns (7)
mit einem Auslass (23), der an dem äußeren Querende (19) mündet, erstreckt, um den
Auslass (23) von außerhalb eines das Wandelement (11) aufweisenden Gebäudes zugänglich
zu machen, welcher Hohlkern (7) zur Aufnahme von elektrischen Kabel (21), Wasserrohren,
Abwasserrohren und dergleichen in dem Bodenbauteil (5) vorgesehen ist.
2. Wandelement (11) nach Anspruch 1, dadurch gekennzeichnet, dass das längliche Verstärkungselement (25) an dem Wandelement (11) angebracht ist, wobei
die Breite und die Länge der Lagerfläche (20) jeweils durch das Element (25) und die
Schnittlinie zwischen der Lagerfläche (20) und der Ebene der hinteren Seite (16) bestimmt
sind.
3. Wandelement (11) nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass eine Verstärkungsplatte (39) jeweils an jeder Ecke des Wandelements (11) angebracht
ist, wobei jede Verstärkungsplatte (39) einen ersten Flansch (41) im wesentlichen
in derselben Ebene wie die Ebene der oberen und der unteren Seite (17, 18) und einen
zweiten Flansch (43), der in der vorderen Seite (15) versenkt ist, besitzt, wobei
das längliche Verstärkungselement (25) an den ersten Flanschen (41) anbringbar ist.
4. Wandelement (11) nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass das längliche Verstärkungselement (25) aus einem hohlen, quadratischen Stahlrohr
hergestellt ist.
5. Wandelement (11) nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass ein länglicher Verbindungsstab (27) an dem länglichen Verstärkungselement (25) anbringbar
ist und dessen Verbindungsmittel (26) bildet.
6. Wandelement (11) nach Anspruch 5, dadurch gekennzeichnet, dass ein Verstärkungsstreifen (29') mit dem länglichen Verbindungsstab (27) verbindbar
ist, welcher Streifen (29') sich zu einem anderen, äußeren Betonwandelement, das auf
der gegenüberliegenden Seite eines Gebäudes platziert ist, und zwischen zwei länglichen
Betonbodenkomponenten (5) erstreckt.
7. Wandelement (11) nach Anspruch 3, dadurch gekennzeichnet, dass Platten (45) an den zweiten Flanschen (43) des Wandelements (11) zum Herstellen einer
Verbindung zwischen dem Wandelement (11) und den zweiten Flanschen (43) benachbarter
Wandelemente (11') anbringbar sind.
8. Wandelement (11) nach den Ansprüchen 1 - 2, dadurch gekennzeichnet, dass mindestens ein Verstärkungsstab (29) mit dem länglichen Verstärkungselement (25)
und mit dem Hohlkernauslass (23) zum Herstellen einer Verbindung zwischen dem Wandelement
(11) und dem Bodenbauteil (5) verbindbar ist.
9. Wandelement (11) nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Wandelemente (11) Außenwände in einem mehrstöckigen Gebäude bilden, wobei die
länglichen Verstärkungselemente (25) an dem Wandelement angebracht sind.
10. Wandelement (11) nach Anspruch 3, dadurch gekennzeichnet, dass die länglichen Verstärkungselemente (25) an den Verstärkungsplatten (39), dem Verstärkungsstab
(29) und dem länglichen Verbindungsstab (27) mittels Schweißens angebracht sind.
1. Un élément de mur de béton extérieur (11) comportant une première et deuxième surface
latérale verticale (13, 14), une face avant et arrière (15, 16), une face supérieure
et inférieure (17, 18) présentant chacune une surface d'appui (20) pour supporter
au moins un composant allongé de plancher de béton (5) à son extrémité extérieure
transversale (19); au moins un membre allongé de renforcement (25) étant pourvu adjacent
à ladite surface d'appui (20), parallèle au prolongement de ladite face supérieure
(17), et lequel membre (25) comporte un moyen de connexion (26) pour raccorder ledit
membre (25) à un membre allongé de renforcement, similaire (25') pourvu dans un élément
de mur attenant (11'), caractérisé en ce que ledit membre allongé de renforcement (25) se prolonge d'une hauteur essentiellement
inférieure (h) au-dessus dudit côté supérieur (17) à la hauteur (H) d'au moins un
noyau creux (7) avec une sortie (23) d'évacuation située à ladite extrémité extérieure
transversale (19) pour rendre ladite sortie (23) accessible par l'extérieur d'un édifice
comportant ledit élément de mur (11), dont le noyau creux (7), servant de logement
pour câbles électriques (21), tuyaux d'eau, tuyaux de renvoi et autres semblables,
est pourvu dans ledit composant de plancher (5).
2. Un élément de mur (11) selon la revendication 1, caractérisé en ce que ledit membre allongé de renforcement (25) est monté sur l'élément de mur (11), dans
lequel la largeur et la longueur de ladite surface d'appui (20) sont déterminées respectivement
par ledit membre (25) et la ligne d'intersection entre ladite surface d'appui (20)
et le plan de ladite face arrière (16).
3. Un élément du mur (11) selon l'une quelconque des revendications précédentes, caractérisé en ce qu'un gousset d'assemblage (39) est respectivement monté sur chaque coin dudit élément
de mur (11), chaque gousset d'assemblage (39) présentant une première bride (41) essentiellement
dans le même plan que le plan de ladite face supérieure et inférieure (17, 18) et
une deuxième bride (43) entaillée dans ladite face avant (15), dans lequel ledit membre
allongé de renforcement (25) peut être monté sur lesdites premières brides (41).
4. Un élément du mur (11) selon l'une quelconque des revendications précédentes, caractérisé en ce que le membre allongé de renforcement (25) est fait d'un tube d'acier carré, creux.
5. Un élément du mur (11) selon l'une quelconque des revendications précédentes, caractérisé en ce qu'une barre allongée de jonction (27) peut être montée sur ledit membre allongé de renforcement
(25) constituant son moyen de connexion (26).
6. Un élément du mur (11) selon la revendication 5, caractérisé en ce qu'une bande de renfort (29') peut être raccordée à la barre allongée de jonction (27),
dont la bande (29') se prolonge jusqu'à un autre élément de mur de béton extérieur
placé sur la face opposée d'un édifice et entre deux composants allongés de plancher
de béton (5).
7. Un élément du mur (11) selon la revendication 3, caractérisé en ce que les plaques (45) peuvent être montées sur les deuxièmes brides (43) dudit élément
de mur (11) pour faire une jonction entre ledit élément de mur (11) et les deuxièmes
brides (43) des éléments de murs attenants (11').
8. Un élément du mur (11) selon les revendications 1-2, caractérisé en ce qu'au moins une barre de renfort (29) peut être raccordée au membre allongé de renforcement
(25) et à ladite sortie de noyau creux (23) pour faire une jonction entre ledit élément
de mur (11) et ledit composant de plancher (5).
9. Un élément du mur (11) selon l'une quelconque des revendications précédentes, caractérisé en ce que lesdits éléments de mur (11) constituent les murs extérieurs d'un édifice à plusieurs
étages, dans lesquels lesdits membres allongés de renforcement (25) sont montés sur
ledit élément de mur.
10. Un élément du mur (11) selon la revendication 3, caractérisé en ce que ledit membre allongé de renforcement (25) est monté sur lesdits goussets d'assemblage
(39), ladite barre de renfort (29) et ladite barre allongée de jonction (27) au moyen
de soudage.