[0001] This invention relates to a suspension structure for use in securing a scaffold to
a beam or girder having two opposite flanges.
[0002] Various systems have been proposed for roller fittings which will allow a scaffold
to be suspended from a girder in such a way that the scaffold may be moved along the
girder with the rollers travelling on the upper surfaces of the flanges. However,
there is a need for a fitting which is adjustab and so that it may be fitted to girders
of different sizes which presents simple horizontally extending scaffold support sections.
[0003] According to the present invention a suspension structure for use in securing a scaffold
to a girder having two opposite flanges comprises two horizontally spaced vertical
carriers eachhaving at their upper end a spindle and at their lower end a support
section, the two spindles being axially aligned and extending horizontally one towards
the other and each spindle carrying a roller mounted for rotation about the axis of
the spindle, the two support sections being axially aligned and extending horizontally
away from one another, a coupling member coupling together the two carriers below
the level of the rollers, the coupling member having screw-threaded regions of opposite
hand lying to opposite sides of the centre of the coupling member, and screw-threaded
sections engaging the screw-threaded regions of the coupling member so that on relative
rotation between the coupling member and the screw-threaded sections the horizontal
spacing between the carriers may be adjusted.
[0004] It will be appreciated that a suspension structure according to the invention can
be fitted to a girder of any width in a simple and straight-forward manner, merely
by locating the rollers so that they will engage the upper surfaces of the girder
flanges and using the screw-threaded adjustment mechanism to adjust the spacing between
the carriers so that vertical surfaces of the carriers lie just clear of respective
edges of the girders. The inward extent of the spindles and position of the rollers
on the carriers should be such that in this condition the rollers lie well into the
width of the flange to ensure a safe and secure support of the structure on the girder.
It will be apparent that the structure may be fitted onto the girder from one end
thereof, and it also has the advantage that it may be fitted to the girder at any
intermediate position of the girder by adjusting the spacing between the carrier so
that the distance between the inner ends of the spindlesis greater than the width
of the girder. The.structure may thus be presented to the girder from below and when
the rollers lie above the level of the flanges adjustment may be effected to move
the rollers inwardly into position where they will engage the flanges. In addition
to the versatility given by this adjustment feature the structure also presents horizontally
extending support sections to each side of the girder which are thus readily accessible
for the securing of other scaffold members thereto.
[0005] .Preferably the coupling member is axially aligned with the support sections, and
desirably the support sections are hollow and the coupling member extends into those
sections. In this way the coupling member can act as a useful internal reinforcement
for the support sections.
[0006] Conveniently the screw-threaded sections are internally threaded, horizontally aligned
holes formed through the vertical carriers, the threads of the holes in the two carriers
being of opposite hand. Rotation of the coupling member will thus effect simultaneous
movement of the two carrier axially along the coupling member.
[0007] It is preferred that the outer surface of each support section be of circular cross-section
and have an external diameter that is the same a's. the standard external diameter
of scaffold tubes. A useful additional feature of the invention can be the provision
of an unthreaded centre section of the coupling member, the centre section having
an outer surface of circular cross-section, which again has an external diameter equal
to the external diameter of standard scaffold tubes. This provides an attachment point
immediately below the girder from which the structure is suspended, as well as attachment
points to each side of that girder. The vertical extent of the carriers should then
be such that the clearance between the base of the girder and the unthreaded centre
section is such as to allow scaffold connections to be made to the centre section.
[0008] In order that the invention may be better understood a particular embodiment will
now be described in more detail, by way of example only, with reference to the accompanying
drawings in which:-
Figure 1 is a side elevation, with parts sectioned, of the structure in position on
a girder;and
Figure 2 is a cross-section on the line II-II of Figure 1, with the girder omitted,
on an enlarged scale.
[0009] Referring now to Figure 1 this shows a girder 1 having two opposite flanges 2,. 3.
A suspension structure for securing a scaffold to the girder comprises two horizontally
spaced vertical carriers 4, 5 each having an upper part 6, 7 which terminates in a
spindle 8, 9 respectively. The two spindles are axially aligned and extend horizontally
one towards the other. Rollers 10, 11 are supported one on each spindle by bush or
roller bearings such as 12, each roller being retained on its respective spindle by
a circlip 13, 14 respectively. Each roller is at least partially spherical so that
it can be used on both tapered and flat flanged girders.
[0010] Each carrier has at its lower end a support section 15, 16 respectively, the two
support sections being axially aligned and extending horizontally away from one another.
Each support section is in the form of.a tube having internal and external surfaces
of circular cross-section, the external diameter of each section being equal to the
standard external diameter of scaffold tubing. Each support section is welded as at
17, 18 to the respective carrier and the end of the support section remote from the
carrier is outwardly flaredas at 1
9, 19 a to form retention points that will prevent fixing members sliding off the ends
of the support sections.
[0011] The two carriers are coupled together below the level of the rollers by a coupling
member shown generally as 20 that is axially aligned with the support sections 15,
16 and that extends into and possibly through those support sections. Where the coupling
member does not extend through the section the open end of the section may be closed
off by an end cap, as indicated by the end cap 21 on section 15. The coupling member
20 has two screw-threaded regions 22, 23, the threads being of opposite hand and the
regions lying to opposite sides of the centre of the coupling member. A tubular sleeve
24 is fitted over the centre region of the coupling member and is welded thereto at
25 and 25a. The external diameter of the sleeve 24 is equal to the external diameter
of a standard scaffold tube. Each screw-threaded region of the coupling member passes
through a respective internally threaded hole 26, 27 formed in the carriers 4 and
5. The screw-threaded regions, where they lie within these holes and within the support
section 15, 16 are packed with grease for lubrication purposes.
[0012] Each screw-threaded region 22, 23 is provided at its free end with a stop member
28, which may for example be a spot weld on the region or a grub screw threaded into
the region. The size of each stop member is such that it will not interfere with free
movement of the respective screw-threaded region within its respective support section
15 or 16, but that it will contact the outer side face of the carrier 4 or 5 to prevent
those carriers from being only partially mated with, or wound off from, their associated
screw-threaded regions of the coupling member.
[0013] It will readily be seen that as the coupling member is rotated the two vertical.carriers
will be moved either further apart or closer together depending on the direction of
rotation. Thus, the structure is adjustable and may be fitted to a girder having flanges
of any size within a given range, fitting being effected so that as shown in Figure
1 the inner vertical surfaces of the carriers 4 and 5 lie spaced from the edges of
the respective flanges, with the rollers safely positioned on the body of the flange.
Scaffold tubes can he secured to the end support sections 15 and 16 and to the central
sleeve 24 as required. Any type of coupling may be used, either conventional bolted
couplings or hook-type couplings of the type described and claimed in our co-pending
application No. 80.37144.
[0014] It will be apparent that there are many modifications that may be made to the structure
as described with reference to the drawings. For example, additional auxiliary rollers
may be mounted on further spindles extending inwardly from the verticam carries so
that the auxiliary rollers may contact the lower surfaces of the respective flanges.
Such auxiliary rollers would have the effect of stabilising the structure against
lifting from one or the other of the flanges in the event of an uneven loading being
applied to the structure..A similar effect could be achieved by inserting a check
fitting within the clearance between the sleeve 24 and the lower surface of the girder,
there being a small clearance between that surface and the upper surface of the fitting
so that the fitting will contact the girder in the event of uneven loading. Such a
check fitting could be provided . with one or more rollers or balls on its upper surface
so that it will not restrict travel of the structure along the beam. The structure
will generally be self- centring when used on tapered flanged girders so that the
amount of fouling between the inner vertical surfaces of the carriers and the edges
of the girders should be minimal. However, it would be possible for further additional
rollers to be mounted.on the carriers for rotation about vertical axes, these rollers
being positioned so that they may contact the edges of the girders.
[0015] As shown, the coupling member and support section are axially aligned and this leads
to the preferred, simple to manufacture structure. However, it will be apparent that
this axial alignment is not.necessary, and that an adjustable coupling arrangement
that is offset from the support sections may be used. The coupling member shown relies
for.adjustability on screw-threaded engagement between the outer surface of the coupling
member and the inner surface of holes formed through the vertical carrier. Alternatively,
the coupling member could be in two separate sections, each section secured, for example,
by welding to respective ones of the vertical carriers... The centre sleeve 24 could
then be of greater length than that shown in the drawing and have an internally threaded
surface, the threads to each side of the centre of the sleeve being of opposite hand
and cooperating with the threads on the respective parts of the coupling member. Thus,
rotation of the centre section would then cause axial adjustment between the two vertical.
carriers.
[0016] It will be-appreciated that other modifications would also be possible.
1. A suspension structure for use in securing a scaffold to a girder having two opposite
flanges, the suspension structure comprising two horizontally spaced vertical carriers
each having at their upper end a spindle and at their lower end a support section,
the two spindles being axially aligned and extending horizontally one towards the
other and each spindle carrying a roller mounted for rotation about the axis of the
spindle, the two support sections being axially aligned and extending horizontally
away from one another, a coupling member coupling together the two carriers below
the level of the rollers, the coupling member having screw-threaded regions of opposite
hand lying to opposite sides of the centre of the coupling member and screw-threaded
sections engaging the screw-threaded regions of the coupling member so that on relative
rotation between the coupling member and the screw-threaded sections the horizontal
spacing between the carriers may be adjusted.
2. A suspension structure according to claim 1 in which the coupling member is axially
aligned with the support sections.
3. A suspension structure according to claim 2 in which the support sections are hollow
bores and the coupling member extends into the hollow bores.
4. A suspension structure according to any one of the preceding claims in which the
screw-threaded regions are formed externally of the coupling member.
5. A suspension structure according to claim 4 in which the screw-threaded sections
are internally threaded, horizontally aligned holes formed through the vertical carrier,
the threads of the holes in the two carriers being of opposite hand and being engaged
by a respective screw-threaded region of the coupling member.
6. A suspension structure according to any one of the preceding claims in which the
outer surface of each support section is of circular cross-section.
7. A suspension structure according to any one of the preceding claims in which an
axial centre section of the coupling member has an unthreaded outer surface of circular
cross-section.