(19) |
|
|
(11) |
EP 0 018 187 B1 |
(12) |
EUROPEAN PATENT SPECIFICATION |
(45) |
Mention of the grant of the patent: |
|
21.09.1983 Bulletin 1983/38 |
(22) |
Date of filing: 11.04.1980 |
|
|
(54) |
Head section for a formwork beam
Kopfprofil für einen Schalungsträger
Section de tête pour une poutre de coffrage
|
(84) |
Designated Contracting States: |
|
BE CH DE FR LI LU NL SE |
(30) |
Priority: |
12.04.1979 GB 7912941
|
(43) |
Date of publication of application: |
|
29.10.1980 Bulletin 1980/22 |
(71) |
Applicant: Al-Futtaim Industries (Private) Limited |
|
Dubai (AE) |
|
(72) |
Inventor: |
|
- Fowles, Anthony Edward
Langford, Avon (GB)
|
(74) |
Representative: Thomas, Roger Tamlyn et al |
|
D. Young & Co.
21 New Fetter Lane London EC4A 1DA London EC4A 1DA (GB) |
|
|
|
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 beams and head sections for use in the casting of concrete
and like structures such as floors and decks. Formwork support arrangements to be
used for such casting are well known in the art and generally comprises vertical props
the tops of which are interconnected by beams for form a horizontal frame. This frame
in turn supports moulds or panels on which the concrete or the like is cast. Various
arrangements have been proposed e.g. in U.K. Patent Specifications Nos. 1 386 966
and 1 457 136 and the details of the formwork not relevant to the present invention
will accordingly not be described in this specification.
[0002] According to the invention, there is provided a longitudinal inverted channel-shaped
head section suitable for mounting on a formwork beam to leave lateral mould- or panel-supporting
ledges formed by the upper surface of the beam, the head section having internal rotatable
adjustment members secured thereto at longitudinal intervals, the adjustment members
serving in a first rotary position (but not in a second rotary position) to space
the lower edges of the head section from the top of the beam so that the top of the
head section may remain flush with the tops of the edges of the moulds or panels of
differing thicknesses.
[0003] There is also provided a beam for use with formwork for the casting of concrete or
the like, which comprises a metal section in the form of an inverted rectangular open-topped
channel, the central web of the channel having a central longitudinal indentation
forming a groove on the outside of the channel and a ridge along the bottom of the
inside of the channel. The preferred indentation shape is trapezoidal though arcuate
and V-shaped indentations could, for example, be used. The head section according
to the invention will normally cover the groove.
[0004] An embodiment of the invention will now be described by way of example with reference
to the accompanying drawings in which:
Fig. 1 is an isometric view of a formwork support arrangement employing beams and
head sections according to the invention;
Fig. 2 is an isometric view of a main beam used in the arrangement of Fig. 1;
Fig. 3 is an isometric view of an infill beam used in the arrangement of Fig. 1;
Fig. 4 is an isometric view, partly broken away of a beam head section used in the
arrangement of Fig. 1;
Fig. 5 is an isometric view of a drophead used in the arrangement of Fig. 1; and
Fig. 6 shows a head section bridgement used in the arrangement of Fig. 1.
[0005] The arrangement shown in Fig. 1 shows a scaffolding system consisting of standards
1, transoms 2 and ledgers 3 as described in our U.K Patent No. 1 385 878. The standards
1 support the formwork proper through dropheads 4. The dropheads 4 (see Fig. 5) comprise
a plate 5 to be bolted to a similar plate on the top of a standard 1, a vertical threaded
tube 6 welded thereto, a top plate 7 fixed to the top of the rod and a flanged bearing
plate 8 carried by a heavy duty wing nut 9. The beams are carried by the bearing plate
8 as described below, the top plate 7 serving to support the partially set concrete
after the beams and the moulds or panels are removed. The standards 1 have adjustable
feet 10 for determining the verticai position of the formwork. Although the formwork
is described as being horizontal it could of course be sloped to an extent depending
on the material to be moulded etc.
[0006] The main beams 12 (see Figs. 2 and 6) each comprise a rolled metal section 13 of
inverted open-topped rectangular shape modified by a longitudinal trapezium-shaped
indentation 14 which extends centrally along the central web of the section 13. This
indentation has been found to permit the construction of a strong beam of relatively
light and thin material. The section 13 also has a channel-shaped lip 15 on each side.
Welded into each end of the section 13 is a channel-shaped bearing member 16 having
cutouts forming a downwardly facing lug 17 on its central web 18. In a modification
(not shown) the lug 17 has a further rectangular cut-out in the centre of its lower
edge which engages a locating lug on the bearing plate 8. It is also desirable to
weld corresponding locating lugs at intervals in the main beam channel-shaped lips
15. The beams 12 have bracing elements 21 to strengthen them in a manner well known
in the art.
[0007] As shown in Fig. 1, the main beams 12 are carried at each end by the dropheads 4
and make up horizontal rectangular frames, the lugs 17 bearing on the bearing plates
8 behind the bearing plate flanges and optionally being laterally retained by the
lugs referred to above.
[0008] Extending centrally along at least some of the main beams 12 is a metal beam head
section 25 (see Fig. 4). The beam head section 25 is narrower than the main beam but
covers the indentation 14. Ledges formed by the upper surface of the beam 12 are therefore
provided on each side of the head section 25. The head section 25 is formed by an
inverted rectangular open-topped channel section with inturned lips 26. T-head bolts
27 (see Fig. 2) in the indentation 14 in the beam 12 are used to secure the head section
in position. At intervals along the head section, there are welded internal studs
28 on which rotatable adjuster plates 29 are captive. As will be clear from the broken
away parts of the head section shown in Fig. 4 the plates 29 have end portions 30
which can be located between the lips 26 and the beam 12 to act as adjustment shims
for altering the height of the top of the head section 25.
[0009] Infill beams 31 (see Fig. 3) are placed as desired to span the rectangles or squares
formed by the main beams 12. The beams 31 are generally similar to the main beams
12 except that they may have no indentation 14 and may have inturned lips 15. The
lugs 17 of the infill beams 31 rest in the channel-shaped lips 15 of the main beams
12.
[0010] As shown in Fig. 6, head sections 25 may be placed in main beams 12 carried by other
main beams 12, with suitable bridge sections 32 being provided.
[0011] Resting on the main beams 12 and infill beams 31 (if present) are the panels or moulds.
These may for example be plywood decking or glass reinforced plastic waffle and trough
moulds (usually 19 mm thick) or polypropylene moulds (usually with a flange depth
of 25 mm). The head section adjuster end portions 30 are therefore conveniently 6
mm thick. The distance between the bearing plate 8 and the support plate 7 will also
have to be changed when the head section adjusters 29 are rotated from one operative
position to another. For this purpose the plate 8 has a pair of grooved projections
one of which is shown at 41. If the plate 8 is rotated through 90° (after screwing
down the nut 9) these projections will be under the hollow rectangular abutment block
42 and plate 7 will be lowered. By making these projections 6 mm high the correct
adjustment can be ensured.
[0012] It will of course be appreciated that, depending on the arrangement of the panel
or moulds the transverse main beams 12 need not have a head section. Furthermore,
the system has added flexibility in that main beams 12, with or without a head section,
can be used as infill beams (as shown at 40 in Fig. 1.).
[0013] In an alternative arrangement, the drophead of Fig. 5 is modified in that there is
no plate 5 and stem 6 is elongated with a non-threaded portion (say 250 mm) long at
its lower end. A further wing nut, similar to wing nut 9, is mounted on the stem threads.
This arrangement permits the lower end of stem 6 to be slid into the upper end of
a standard hollow vertical scaffolding pole, the vertical position of the drophead
being determined by the position of the second wing nut. The unthreaded portion of
the stem 6 serves to ensure a minimum overlap with the scaffolding pole (consistent
with safety) and also holds the wing nut captive.
1. A longitudinal inverted channel-shaped head section (25) suitable for mounting
on a formwork beam (12) to leave lateral mould- or panel-supporting ledges formed
by the upper surface of the beam, which head section has internal rotatable adjustment
members (28, 29, 30) secured thereto at longitudinal intervals, the adjustment members
serving in a first rotary position (but not in a second rotary position) to space
the lower edges of the head section from the top of the beam (12) so that the top
of the head section (25) may be flush with the tops of the edges of moulds or panels
of differing thicknesses.
2. A head section according to Claim 1, wherein the adjustment members are substantially
rectangular plates (29) rotatable about vertical pins (28) depending from the inner
surface of the top of the head section (25).
3. A head section according to Claim 1 or 2 comprising a rectangular metal section
with inturned lips (26).
4. An assembly comprising a head section according to Claim 1, 2 or 3 and a formwork
beam (12), the formwork beam comprising a metal section in the form of an inverted
rectangular open-topped channel, the central web of the channel having a central longitudinal
indentation (14) forming a groove on the outside of the channel and a ridge along
the bottom of the inside of the channel.
5. An assembly according to Claim 4, wherein the beam has bolts (27) extending through
the indentation, the bolts having T-heads for engagement with internal flanges on
the head section.
6. An assembly according to Claim 4 or 5, wherein the indentation (14) is trapezium-shaped.
7. An assembly according to Claim 4, 5 or 6, wherein the beam (12) has a channel-shaped
lip (15) along each side.
8. An assembly according to any one of Claims 4 to 7, comprising dropheads (4) carrying
the respective ends of the beams, each drophead comprising an upwardly flanged bearing
plate (8) for receiving downwardly facing bearing lugs (17) on the beam ends, the
bearing plate being supported by a screw-threaded member (9) on a threaded stem (6)
passing through a central aperture in the plate and being held by the screw-threaded
member (9) against the underside of an abutment (42) at the upper end of the stem,
the spacing of the plate (8) and the abutment (42) being adjustable.
9. An assembly according to Claim 8, wherein the plate 8 has upward projections (41)
which abut the abutment (42) in a first rotary position of the plate and which clear
the abutment (42) in a second rotary position of the plate.
1. Profilé faîtier longitudinal (25) en forme de gouttière renversée convenant pour
montage sur une poutre de coffrage (12) afin de ménager des corniches latérales de
support de moule ou de panneau formées par la surface supérieure de la poutre, ce
profilé faîtier comportant des éléments de réglage tournants internes (28, 29, 30)
qui lui sont fixés à intervalles longitudinaux, les éléments de réglage servant dans
une première position angulaire (mais non dans une seconde position angulaire) à espacer
les bords inférieurs du profilé faîtier du dessus de la poutre (12) de façon que le
dessus du profilé faltier (25) puisse être au ras des dessus des bords de moules ou
de panneaux d'épaisseurs différentes.
2. Profilé faîtier selon la revendication 1, caractérisé en ce que les éléments de
réglage sont des plaques sensiblement rectangulaires (29) susceptibles de tourner
autour d'axes verticaux (28) pendant à partir de la surface intérieure du dessus du
profilé faitier (25).
3. Profilé faîtier selon la revendication 1 ou 2 comportant un profilé métallique
rectangulaire à rebords tournés en dedans (26).
4. Assemblage comportant un profilé faîtier selon la revendication 1, 2 ou 3 et une
poutre de coffrage (12), la poutre de coffrage comportant un profilé métallique en
forme de gouttière rectangulaire ouverte au sommet renversée, l'âme médiane de la
gouttière présentant un rentrant longitudinal médian (14) formant une rainure sur
l'extérieur de la gouttière et une nervure le long de la base de l'intérieur de la
gouttière.
5. Assemblage selon la revendication 4, caractérisé en ce que la poutre a des boulons
(27) s'étendant à travers le rentrant, les boulons ayant des têtes en T destinées
à porter contre des rebords intérieurs du profilé faîtier.
6. Assemblage selon la revendication 4 ou 5, caractérisé en ce que le rentrant (14)
est en forme de trapèze.
7. Assemblage selon la revendication 4, 5 ou 6, caractérisé en ce que la poutre (12)
a un rebord en forme de goutière (15) le long de chaque côté.
8. Assemblage selon l'une quelconque des revendications 4 à 7, comportant des bonshommes
d'arrêt (4) portant les extrémités respectives des poutres, chaque bonhomme d'arrêt
comportant une plaque d'appui à rebords dirigés vers le haut (8) destinée à recevoir
des oreilles regardant vers le bas (17) formées sur les extrémités de poutre, la plaque
d'appui étant supportée par un élément taraudé (9) sur une tige filetée (6) qui traverse
un trou central de la plaque et est maintenue par l'élément fileté (9) contre le dessous
d'un butée (4.2) prévue à l'extrémité supérieure de la tige, l'espacement entre la
plaque (8) et la butée (42) étant réglable.
9. Assemblage selon la revendication 8, caractérisé en ce que la plaque (8) a des
saillies dirigées vers le haut (41) qui butent contre la butée (42) dans une première
position angulaire de la plaque et sont dégagées de la butée (42) dans une seconde
position angulaire de la plaque.
1. Länglicher Kopfabschnitt (25) in Gestalt eines umgekehrten Kanals für die Befestigung
auf einem Schalungsträger (12) zur Belassung seitlicher Form- oder Wandstützleisten,
welche durch die obere Trägerfläche gebildet sind, wobei der Kopfabschnitt innen drehbare
Einstellteile (28, 29, 30) aufweist, die in Längsabständen am Abschnitt befestigt
sind, wobei die Einstellteile in einer ersten Drehstellung (aber nicht in einer zweiten
Drehstellung) dazu dienen, die unteren Kanten des Kopfabschnittes vom oberen Ende
des Trägers (12) im Abstand derart zu halten, daß das obere Ende des Kopfabschnittes
(25) mit den oberen Enden der Kanten der Formen oder Wandungen unterschiedlicher Dicken
in Flucht liegen kann.
2. Kopfabschnitt nach Anspruch 1, dadurch gekennzeichnet, daß die Einstellteile im
wesentlichen rechteckige Platten (29) sind, die um von der inneren Oberfläche des
oberen Ende des Kopfabschnittes (25) abgehängte Vertikalstifte (28) drehbar sind.
3. Kopfabschnitt nach Anspruch 1 oder 2, gekennzeichnet durch einen rechteckigen Metallabschnitt
mit nach innen umgelegten Lippen (26).
4. Aufbau mit einem Kopfabschnitt nach Anspruch 1, 2 oder 3 und einem Schalungsträger
(12), welcher einen Metallabschnitt in der Form eines umgekehrten, rechteckigen, am
oberen Ende Offenen Kanals aufweist, wobei die Mittelbahn des Kanals eine mittlere,
längliche Vertiefung (14) aufweist, die auf der Kanalaußenseite eine Nut bildet und
auf der Kanalinnenseite längs des Bodens eine Rippe bildet.
5. Aufbau nach Anspruch 4, dadurch. gekennzeichnet, daß der Träger durch die Vertiefung
hindurchragende Schrauben (27) aufweist, die für den Eingriff mit Innenflanschen auf
dem Kopfabschnitt T-Kopfe aufweisen.
6. Aufbau nach Anspruch 4 oder 5, dadurch gekennzeichnet, daß de Vertiefung (14) Trapezgestalt
hat.
7. Aufbau nach Anspruch 4, 5 oder 6, dadurch gekennzeichnet, daß der Träger (12) längs
jeder Seite eine Kanalförmige Lippe (15) aufweist.
8. Aufbau nach einem der Anspruche 4-7, gekennzeichnet durch die jeweiligen Trägerenden
tragende Kopfteile (4), deren jedes eine mit hochstehenden Flanschen versehene Lagerplatte
(8) zur Aufnahme von nach unten ragenden Lagerstützen (17) auf den Trägerenden aufweist,
wobei die Lagerplatte durch ein Teil (9) mit Schraubgewinde auf einer durch eine Mittelöffnung
in der Platte hindurchgehende Gewindestange (6) gestützt wird und durch das mit Schraubgewinde
versehene Teil (9) gegen die Unterseite eines Widerlagers (42) am oberen Ende der
Stange gehalten wird, wobei der Abstand zwischen der Platte (8) und dem Widerlager
(42) einstellbar ist.
9. Aufbau nach Anspruch 8, dadurch gekennzeichnet, daß die Platte (8) aufwärts gerichtete
Vorsprünge (41) aufweist, welche gegen das Widerlager (42) in einer ersten Drehstellung
der Platte anstoßen und in einer zweiten Drehstellung der Platte das Widerlager (42)
freigeben.