NZ616096B2 - Suspended scaffolding system - Google Patents
Suspended scaffolding system Download PDFInfo
- Publication number
- NZ616096B2 NZ616096B2 NZ616096A NZ61609612A NZ616096B2 NZ 616096 B2 NZ616096 B2 NZ 616096B2 NZ 616096 A NZ616096 A NZ 616096A NZ 61609612 A NZ61609612 A NZ 61609612A NZ 616096 B2 NZ616096 B2 NZ 616096B2
- Authority
- NZ
- New Zealand
- Prior art keywords
- suspended
- counterweight
- scaffolding system
- rail
- suspended scaffolding
- Prior art date
Links
- 230000005484 gravity Effects 0.000 claims abstract description 23
- 230000000087 stabilizing Effects 0.000 claims description 19
- 230000001264 neutralization Effects 0.000 claims description 7
- 238000009415 formwork Methods 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 5
- 238000006073 displacement reaction Methods 0.000 claims description 3
- 239000007788 liquid Substances 0.000 claims 1
- 230000017105 transposition Effects 0.000 claims 1
- 241000719190 Chloroscombrus Species 0.000 description 20
- 239000000789 fastener Substances 0.000 description 17
- 238000010586 diagram Methods 0.000 description 14
- 238000010276 construction Methods 0.000 description 10
- 238000007689 inspection Methods 0.000 description 10
- UIIMBOGNXHQVGW-UHFFFAOYSA-M buffer Substances [Na+].OC([O-])=O UIIMBOGNXHQVGW-UHFFFAOYSA-M 0.000 description 7
- 238000006243 chemical reaction Methods 0.000 description 7
- 238000011105 stabilization Methods 0.000 description 6
- 239000000243 solution Substances 0.000 description 4
- 239000003381 stabilizer Substances 0.000 description 4
- 235000003197 Byrsonima crassifolia Nutrition 0.000 description 2
- 240000001546 Byrsonima crassifolia Species 0.000 description 2
- 230000036536 Cave Effects 0.000 description 2
- 230000000903 blocking Effects 0.000 description 2
- 150000002500 ions Chemical class 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000006011 modification reaction Methods 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 101700015817 LAT2 Proteins 0.000 description 1
- 229940035295 Ting Drugs 0.000 description 1
- 239000007853 buffer solution Substances 0.000 description 1
- 150000001768 cations Chemical class 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000000414 obstructive Effects 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 230000002104 routine Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000004642 transportation engineering Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/10—Railings; Protectors against smoke or gases, e.g. of locomotives; Maintenance travellers; Fastening of pipes or cables to bridges
- E01D19/106—Movable inspection or maintenance platforms, e.g. travelling scaffolding or vehicles specially designed to provide access to the undersides of bridges
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G2003/283—Mobile scaffolds; Scaffolds with mobile platforms mobile horizontally
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G3/34—Mobile scaffolds; Scaffolds with mobile platforms characterised by supporting structures provided on the roofs
Abstract
suspended scaffolding system (100) including a connector system (112) adapted to engage a fixture (120), the fixture in use is in contact with a surface of a structure (30), an arm (114) connects the suspended scaffolding system to the connector system so that in use the suspended scaffolding system is suspended below the structure, characterised in that at least one moveable counterweight (142) is provided on the suspended scaffolding system, which is adapted to be displaced from a first position to a second position so as to change of the centre of gravity of the suspended scaffolding system. em is suspended below the structure, characterised in that at least one moveable counterweight (142) is provided on the suspended scaffolding system, which is adapted to be displaced from a first position to a second position so as to change of the centre of gravity of the suspended scaffolding system.
Description
PCT/IB2012/OS1092
SUSPENDED SCAFFOLDING SYSTEM
Field of the Invention
This invention s to a lding system. Particularly, but not
exclusively, the invention relates to a suspended scaffolding system, for
example of the type for use in the construction, inspection and maintenance of
structures, in ular spanning structures.
Although reference has been made to spanning structures, it is understood
that the ion may be used in the construction, inspection and
maintenance of many other different types of structures such as: buildings,
tunnels, elevated roadways, walkways, aqueducts, and other similar civil
engineering undertakings.
Background of the Invention
Many different structures span across a distance of for example, ten or more
metres, including bridges and viaducts. These structures require temporary
access from beneath during construction, inspection and nance
routines, r access can be difficult. One method of access is to build a
temporary scaffold from the ground up but this is unfeasible in many
circumstances. Another method is to build a walkway or gantry whilst the
ure is being built, however this increases costs at that stage, requires
foresight and also may require security to prevent unauthorised access of the
gantry.
It has ore been ised for a long time that a temporary structure,
that is cheap and easy to deploy; is adaptable to a variety of different
locations and situations; and which is safe and easy to use is wanted for
construction, inspection and maintenance.
Prior Art
US Patent Application 415431 and French Patent 2845715 disclose the use of
a mobile suspended scaffold which is mounted onto a vehicle. The vehicle is
driven along a bridge enabling work or Inspection. If there are obstacles
along the edge of the bridge the whole scaffold must be retracted and
repositioned making it awkward to use in some circumstances. Some existing
scaffolding systems are a suspended type ones (PERI type), but they have
supporting and izing elements as beams, frames or portal frames
mounted on the upper e of the structure/bridge resulting in blocking or
restricting of this space use for other purposes whilst the scaffolding is
present.
An object of the invention is to overcome problems ated with
aforementioned construction, inspection and nance systems by
providing a single system that is le for a variety of different structures,
which is physically able to be re-arranged to suit different applications and
that is simple and cheap to use and is readily deployed and most importantly
safe. No prior art arrangements achieve simple and effective stabilization of
the suspended object in relation to the solid structure by the method
described in this invention.
Summary of the Invention
According to the present invention there is provided a suspended scaffolding
system which includes a tor system adapted to engage a fixture, the
fixture in use is in contact with a surface of a ure, an arm connects the
suspended lding system to the connector system, so that in use the
suspended scaffolding system is suspended below the structure,
PCT/D82012/051092
characterised in that, the connector system has connectors that permit
relative movement with respect to the fixture in two onal planes.
Preferably, relative movement is permitted with t to the fixture in three
orthogonal planes.
Thus, according to this aspect of the invention, the scaffolding system is able
to move laterally (from side to side). This lateral motion is achieved by way of
the connector. Preferably, the connector ses a spherical device
supported within a tubular device, but other solutions, for example as Cardan
mount, can be used. In a preferred embodiment, the connector includes a
spherical bearing. The connector may comprise a universal connector.
Alternatively, the connector includes a ball and socket device.
It is preferred that the fixture comprises a track along which the lding
system can run. This enables the scaffolding system to move both laterally
(from side to side) and forwards and backwards.
Rapid, safe and easy motion of the scaffolding system, lengthwise along the
bridge or structure, is important as the quicker and easier it is able to transport
equipment and personnel to a desired location the better this is. However,
when reaching a specific position, it is important that the suspended
scaffolding system is able to be placed into a relatively stable and nary
state so that crew using it can work on the structure safely and without undue
movement in the suspended scaffolding . Prior art generally requires
elaborate g and the deployment of safety ent so that this could
occur. Deployment and val of the locking and safety equipment took
time and so reduced productivity.
According to a second aspect of the invention there is provided a ded
scaffolding system including a connector system adapted to engage a fixture,
the fixture in use is in contact with a surface of a structure, an arm connects
the suspended scaffolding system to the connector system so that in use the
suspended scaffolding system is suspended below the structure,
characterised in that at least one moveable counten/veight is provided on the
ded scaffolding system, which is adapted to be displaced from a -first
position to a second position so as to change the centre of gravity of the
suspended scaffolding system.
The invention provides an alternate manner of providing movable scaffolding
for a structure by utilising a counterweight to ize a suspended movable
scaffolding, having adaptable geometry, easily stabilized, lockable and equally
easily releasable during the process of work carried out, able b overcome
obstacles structurally present in the main structure without using large areas
of the upper surface of the ure for mounting support elements.
The lding is suspended from a fixture which preferably comprises a rail,
either on the top of the main structure, its edge or underside. If the rail and a
cooperating carriage system on the scaffolding system is used as the
attachment, the working platform and the scaffolding can move as work
progresses along the ure.
A further object of the invention is to provide a ded scaffolding system
having a support positioned on one or more of the upper, side and/or lower
e of a structure whereby a counterweight movable between two
positions moves the suspended scaffolding system's centre of gravity thereby
ing a pushing force for stabilizing the equipment in a g position
against main firm structure or object (building, , slab, terrace or cliff,
rock, cave, ship etc.).
Thus the nt of the counterweight changes the position of the centre of
gravity of the system by producing an acting force that pushes the suspended
scaffolding against the main stable ure and in that way izes
scaffolding position.
Preferably, a hydraulic jack powered by a motor is provided to displace the
counterweight. Alternatively or additionally a hand crank is provided to
displace the counterweight. Another system of cing the counterweight
can be introduced, electric or pneumatic jack for example, or even manually
operated one such as a chain winch or pulley. The person skilled in the art
will iate which alternative embodiments are suitable for use with the
system.
According to a third aspect of the invention there is provided a suspended
scaffolding system which includes a track connector system adapted to
engage a track, the track in use is in contact with the surface of a structure,
characterised in that the track connector system ses at least three
fasteners each of which is in t with the track and each is adapted to be
temporarily removed from the track, when encountering an obstacle, so as to
permit the suspended scaffolding system to negotiate the obstacle or to move
into a new position.
According to a fourth aspect is a method of moving a scaffolding system
which is movable along a rail, the rail being fixed to a surface by at least one
fastener comprising the steps of:
providing a further er to fix the rail to a structure;
removing one of the at least one fasteners to enable the scaffolding
system to progress its' movement; and
optionally replacing the removed fastener once the scaffolding system
has progressed its' movement.
The fastener can be removed from the rail entirely or pivoted out of the way.
This arrangement enables the scaffolding system to be used along the entire
length of a structure, straight or , which is for example a bridge, on a
PCT/D82012/051092
rail, runner or section of a rail or runner. Sections of rail or runner may be
d and placed ahead of r section.
in a red embodiment, the suspended lding system includes a
suspended working platform (SWP™) and a safety rails disposed around a
periphery of the working platform.
Traditionally, in this type of system, reaction bearings or end stops are used to
prevent the scaffolding system overrunning and either becoming completely
dislodged from the rail or causing damage to the connector of the lding
system. However, the fact that end stops are used means that these have to
be d when a new rail section is added which is time consuming and
requires extra parts.
in the present invention, it is preferred that a rail end automated blocking
device, designed within the rail itself, is used which are active if the rail
segment is the end one, but which is de-activated by the connection on the
next rail segment. This has the added safety advantage that a worker does
not have to remember to add an end piece during construction; each rail has
an end piece integral to it.
According to another aspect of the invention, there is provided a method of
stabilizing a suspended structure sing the steps of: providing a
suspended structure; and adjusting the suspended structures' centre of
gravity away from a neutral position thereby producing a stabilizing force.
Preferably, the adjustment of the suspended structures' centre of gravity is
achieved by one or more of counterweight nt, ballasting and
swinging. Example include moving a mass element (sliding, swinging,
rotating, pumping ballast from tank to tank) or by adding or removing mass
m the object (filling / emptying ballasting tanks).
in a preferred ment, the stabilizing force is transferred to a supporting
structure using a bumper.
Preferably, there is provided one fixed suspension point located on the upper,
side or lower edge/surface of the structure and at least two s of the
suspended object in contact with the structure, giving in total three points of
stabilization of the suspended object on.
In a preferred embodiment, there are ed two fixed suspension points
located on the upper, side or lower edge/surface of the structure and at least
one bumper of the suspended object in contact with the structure, giving in
total at least three points of stabilization of the suspended object position.
Adjusting the centre of gravity by deployment of for e a counterweight,
the centre of gravity of the scaffolding system is shifted from a first location, at
which the scaffolding system hangs freely on one or more fixing points and is
able to move , for example by running along a rail, to a second location
in which the scaffolding system is urged against the structure so that the
scaffolding system is held in a relatively fixed position with at least two points
in contact with a rail or runner and at least one, the third point in t with
the structure, which as a result of a reaction force ensure that the scaffolding
system remains stationary, but which can be moved to a different location
relatively y and easily, even by personnel who are on board a working
platform supported by the scaffolding.
Preferably the third point of contact is by way of a friction pad or buffer /
bumper.
Preferably, the suspended scaffolding system comprises a contact point, with
the structure, includes a reaction bearing roller.
Therefore, it is an object of the invention to provide the technical ization
method of the suspending objects/technical equipment in relation to the main
stable outer structure by using the adjustable and lockable rweight as
part of the suspended object and by this counterweight intentional
displacement inducting pushing/locking force izing the suspended object
to the main structure.
When using movable and adjustable counterweight and bumper/buffer system
the SSS - Suspended lding System do not requires any additional top
surface level or under surface level cooperation or support except own one.
When the movable and adjustable counterweight is engaged it pushes the
SWP -Suspended Working Platform towards the bridge/structure locking it
into position. When the counterweight is disengaged, there is no pushing and
no contact with the bridge/structure and the SWP can be easily
moved/passed, to the new working area.
The SSS- Suspended Scaffolding System is more cal and cost-effective
solution, than the tly used ones: top support mounted frames with
suspended arms; trailer under bridge inspection units; lower level surface
mounted up scaffolding for the structure above. The invention is presented
here (as particular example, not excluding other different applications) as the
mode to construct the suspended lding with working platform (SWP) for
ng the maintenance or structural work from underneath the
bridge/structure without using the constructing extended scaffolding structures
on the top of the bridge as support for the d down scaffolding towers
with ded on the underside working platforms. The SSS solution saves
time and money, as well g upper bridge/structure surface freely
accessible for other stages of construction work or the standard uninterrupted
and not distracted use.
The invention will now be described, by way of example, with reference to the
accompanying drawings: in which:-
Brief Description of the Drawings
Figure 1 is a diagram of the technical stabilizing device and main acting forces
scheme showing a suspended object in free hanging and moveable position,
for the option of upper surface fixing to the main structure;
Figure 2 is a diagram of the technical stabilizing device and main acting forces
scheme showing a suspended object in working position, for the option of
upper e fixing to the main structure;
Figure 3 is a diagram of the technical izing device and main acting forces
scheme g a suspended object in free hanging and moveable position,
for the option of underside surface fixing to the main structure;
Figure 4 is a diagram of the cal stabilizing device and main acting forces
scheme showing a suspended object in working on, for the option of
underside surface fixing to the main structure;
Figure 5 is a diagram of the technical stabilizing device and main acting forces
scheme showing a suspended object in free hanging and moveable position,
for the option of side surface fixing to the main ure;
Figure 8 is a diagram of the technical stabilizing device and main acting forces
scheme showing a ded object in working position, for the option of side
surface fixing to the main structure:
Figure 7 is a diagram of the technical stabilizing device and main acting forces
scheme showing a suspended object in free hanging and moveable position,
for the option of slot upper surface fixing to the main structure;
Figure 8 is a diagram of the cal stabilizing device and main acting forces
scheme showing a suspended object in working position, for the option of slot
upper surface fixing to the main structure;
Figure 9 is a diagram of the technical stabilizing device and main acting forces
scheme g a suspended object in free hanging and moveable position,
for the option of underside interna! surface fixing to the main structure;
Figure 10 is a diagram of the technical stabilizing device and main acting
forces scheme showing suspended object in working position - stabilized
according to the ion, for the option of underside internal surface fixing to
the main ure;
Figure 11 is a perspective of a frame (SWP - Suspended Working Platform)
for a ded scaffolding system according to the invention;
Figure 12 is a perspective of an attachment system for attaching a frame
(SWPTM -Suspended g Platform) to a rail;
Figure 13 is a perspective of a counterweight system according to the
invention;
Figure 14 is a perspective of a counterweight system in free hanging position;
Figure 15 is a cross section through a rail and carriage truck;
Figure 16 is a ctive of a suspended scaffolding system according to the
invention (with standard scaffolding system inflll used to create safe working
environment);
Figure 17 is an alternate perspective view of a suspended scaffolding system;
Figure 18 is a transverse view of a suspended scaffolding ;
Figure 19 is a transverse view of a suspended scaffolding system in free
hanging position; and
Figure 20 is a transverse view of a suspended scaffolding system in fixed or
working position.
Detailed Description of the illustrated embodiment
Figures 1 to 10 illustrate some general usage ios of a device according
to the invention providing suspended objects stabilization by pushing them to
main stable structure 30 by using force from moving the suspended object's
centre of gravity 38 away from its l position. The centre of gravity 38
movement is caused by position adjustment of counterweight 37 component
of the device.
Each of figures 1 to 10 show (in different configurations, ng and usage
scenarios) the same elements of the invented stabilization method: the
structure 30 (building, bridge, slab, and terrace, ....) to be accessed for
carrying the work from beneath 2|9 structure 30. There are three main parts,
the attachment system 31 ,32,33 of the suspended objecVscaffolding which is
the connection to the structure 30, a suspended objecV suspended working
platform 34,35,38,37,39; and additional features such as scaffolding 40, 41,
42. The attachment system 3 1,32,33 comprises a e including one or
more fixing points or a rail 3.1, temporarily or permanently ed to the
structure 30.
For applications in which the ded object is movable along the length of
the structure, a rail 3 1 is provided for attachment to the structure 30 and one,
WO 20471 PCT/B82012/051092
two or more independent carriage/truck sets 32 are provided which roll within
the rail 31 connected via a pin mounted in a g 33 at the end of the
ded objecVsuspended working platform beam or arm 34,39.
The fixing system includes a spherical bearing 33 or Cardan mount or any
other g solution allowing rotation in any plane. The suspended
suspended working platform frame is represented here by the
suspended objecVsuspended working platform beam or arm 39 (Figures 1
and 2 only), vertical mounted down arm/frame 34, and a horizontal g
part of the platform 35, with adjustable (angle and length) bumpers/buffers
end 36. The use of the platform 35 as a working environment would require
optional add-in for example: allowing access horizontal platform 40 - any
scaffolding system or other, scaffolding stair tower access 41 - any
scaffolding system or other, lower working level horizontal rm 42 with
side bars - any scaffolding orformwork system.
The whole suspended objecV suspended working platform 36,37,39 in
a free g position (figures 1,3,5,7,9) is hanging freely on two or only one
support points 31 vulnerable for example for the wind pressure, not stabilized,
even free swinging, with the possibility of hitting the ure 30 if prevention
measures are not taken t that (i.e. Dumpers can be used to reduce
swinging caused by wind).
In examples where the support points 31 are provided on a rail, in this
configuration - hanging freely ~ the suspended object is easily movable along
the length of the structure and can pass obstacles.
The suspended working platform 34,35,36,37,39 comprises suspended
objecVsuspended working platform beam or arm 39 through which the
suspended object is attached to the structure 30, vertical side frames 34, a
horizontal frame of working platform 35 and bumpers/buffers 36 for abutment
to the underside 29 of the structure 30. The angle and length of the bumpers
and s 38 are able according to need. In the free hanging position
(Figures 1,3,5,7,9) there is no contact of s/buffers 36 with the main
structure 30.
The stabilization effect of the free hanging object to the main outer structure
is achieved by adding a counterweight 37, to the suspended
object/scaffolding, and adjusting this counterweight's position. The
counterweight can be moved and locked in different ons in relation to the
suspended object/scaffolding, for example by the use of rails and hydraulic
jack).
When the centre of gravity 38 of the whole hanging structure (suspended
working platform 34,35,36,39 and counterweight 37 and possibly workers,
equipment and materials as well as add-on accessories) is in a neutral
position, it lies within a strictly vertical plane B below the upper attachment
poinVpoints 31, then the whole structure is hanging freely - like the scheme
pictured on Figures 7 and 9.
When the counterweight part 37 of the whole suspended working platform
34,35,36,39 is intentionally repositioned in direction C opposite the main outer
structure location 30 i.e. away from the centre of the structure 30 or towards
an outer edge of the structure 30, then the centre of y 38 of the whole
structure (suspended working platform 34,35,36,39 and rweight 37 and
possible workers, equipment and materials as well as add-on accessories) is
moved off its neutral position - like the schemes pictured in Figures 2,4,6,8
and 10.
In this position, the main acting force- the gravity, is forcing the shifted centre
of gravity 38 back towards neutral position which is exactly within a strictly
vertical plane below the upper attachment poinVpoints 31. However, this
movement is prevented by the bumpers/buffers, that indicated force F3 52 is
then -transferred into the structure 30 via bumpers/buffers 36, and the passive
resistance of the structure 30 gives the stability to the whole equipment. The
ded objecV suspended working platform s then in the ized,
locked-in, working position, as pictured in Figures 8 and 10.
Note: the forces diagrams of Figures 1 to 10, show only main al forces
acting 50,51 ,52 and 53 on the components; where F1 force 50 is a vertical
component of reaction force on the main structure 30 in the place of upper
supporting/fixing point/points or rail; F2 force 51 is a gravity force of the whole
suspended object; F3 force 52 and/or F4 force 53 is/are present only for
locked-in stabilized position (Figures 2,4,6,8 and 10), as a vertical component
or reaction force, when the suspended object/suspended working platform
34,35,36 is locked in working position by counterweight 37 displacement and
passive resistance on the base structure 30 es a brace.
In the free hanging position of the suspended object (Figures 1,3,5,7 and 9)
the F2 acting gravity force 51 is lined up with the F1 re-acting force 50 of the
supporting main structure 30, and the system is in equilibrium. In the locked-
in stabilized position (Figures 2,4,6,8 and 10) the F2 acting gravity force 51 is
displaced from the line of the F1 ing force 50 of the supporting main
structure 30, and the system has a ntal component reaction force
forcing the shifted centre of gravity 38 towards it neutral position strictly under
the attachment poinVpoints 31 to the main structure 30. The other component
forces (horizontal) would be: wind re and horizontal component force of
F3 reaction 53, as the bumper 36 pushes on the angled surface of main
structure 30. All horizontal forces would be transmitted onto the structure 30
via the attachment system 3 1,32,33 and bumpers 36.
s 1,3,5 show the ms of the technical stabilizing device and main
vertical components of acting forces 50,51 scheme showing suspended object
(example: Suspended Working rm -SWP) 34,35,36,39 in free hanging
and moveable/passabie position, respectively for the options of upper,
underside and side surface fixing to the main structure 30. In the free hanging
position of the suspended working platform 34,35,36,39 the counterweight 37
is used as a member to balance required geometry of the whole equipment
(for example when in the process of moving from one to the other work
location along the structure). The counterweight 37 position is to be ed
ly or mechanically, ed from the working platform 35 or
ere by remote control.
Figures 2,4,8 show the diagrams of the technical izing device and main
al components of acting forces 50,51 ,52 scheme showing suspended
object (example: ded Working Platform -SWP) 34,35,36,39 In
stabilized, locked-in for work position, respectively for the options of upper,
underside and side surface fixing to the main structure. In the locked-in,
secured and stabilized working position of suspended working platform
34,35,36,39 the counterweight 37 is acting as a member generating the
pushing/locking force, bracing the suspended object 34,35,36,39 to the main
structure 30. The repositioned and lockable counterweight 37 shifts the
centre of gravity off its neutral position and acts here as the member
generating the pushing/locking force on one or two bumpers ends 36 from the
re-action of the structure 30, providing the required safe and stable working
environment.
s 7,8 show the diagrams of the technical stabilizing device and main
vertical components of acting forces 50,51 ,52,53 ; showing
suspended object (example: Suspended Working Platform -SWP) 34,35,36
respectively in free hanging, moveabie/passable position (Fig.7) and working
on (Fig. 8) for the option of t, upper surface fixing to the main
structure 30, when the suspended working platform 34,35,36 is beneath the
twin/mirrored main structures 30 or beneath the main structure 30 with a slot,
and the suspended working platform 34,35,36 is canti levered, serving both
sides underneath the structures 30; The counterweight 37 is acting here as a
e stabilizer for the total weight of workers, the suspended working
platform, als and equipment, and (using counterweight 37 adjustable
position) as the member generating the g/locking force on one of two
bumpers ends 36 from the re-action of the structure 30, providing the required
safe and stable working environment.
Figures 9,10 show the diagrams of the technical izing device and main
vertical components of acting forces 50,51 ,52,53 scheme; showing
suspended object (example: Suspended Working Platform -SWP) 34,35,36
respectively in free hanging, moveable/passable position (Fig.9) and working
position (Fig.10) for the option of internal ide surface fixing to the main
ure 30 (for example bridge of this specific geometry cross section, or
cave), when the ded working platform 34,35,36 is beneath the main
structure 30, and the suspended working platform 34,35,36 is cantilevered,
serving both sides eath the structure 30; The counterweight 37 is
acting here as a balance stabilizer for the total weight of workers, the
suspended working platform, materials and equipment, and (using
counterweight 37 able on) as the member ting the
pushing/locking force on one of two bumpers ends 36 from the re-action of the
structure 30, providing the required safe and stable working environment.
When the working platform is in the free hanging position (not stabilized,
locked-in) the rweight should be placed in such equilibrium position that
neither of bumper ends 36 should be in contact with the structure.
s 11 to 20 show various aspects of an embodiment of this invention: the
SWP™ - Suspended Working Platform forming part of the SS8™ -
Suspended Scaffolding System.
Figure 11 shows a frame 110,1 11 for a suspended working platform 100 of
suspended scaffolding system and a rail or track 120 onto which the frame
110,1 11 is mounted.
The rail 120 is secured to a structure 30, such as a bridge, using spaced apart
distance supporting pads 126 (see Figure 18) underneath the rail 120 and rail
fasteners/clamps 122 which can bridge over the rail 120 if needed. The rail
120 has a guideway 124 running longitudinally along its' length into which a
carriage/truck 112 is d. The ge/truck 112 has wheels which are
adapted to run along the rail 120, within the guideway 124. The carriage/truck
112 is connected to a pivotable arm 114 of the frame 110,111 and is
moveable along the rail 120 until it intersects with a fastener 122. The rail 120
is positioned such that the guideway 124 is substantially aligned with the span
of the structure 30i.e. along the longitudinal axis A-A of the structure.
The suspended working rm -SWP 100 includes frame having a base
portion 111 and two side ns 110 which are disposed on opposite sides
110', 110" of the base portion 111. At the distal end of each of the side
ns 110 a ble arm 114 is provided. The frame base 111 is, in use,
partially suspended h a structure 30 via the frame sides 110 and the
pivotable arms 114.
The base 111 includes a counterweight system 140 which comprises a
counterweight 142 which is moveable between working positions as shown
and a non-working or passable position (see Figures 19and 20 for more
information). The counterweight 142 moves along a pair of counterweight
rails 144 using a counterweight carnage 148. The movement of the
counterweight 142 is facilitated in this example using a hydraulic jack 152
powered by a motor (not shown).
Figure 12 is a perspective of an attachment system for attaching a pivotable
arm 114 of the SVVP -Suspended Working Platform frame 110,1 11 to a rail
120.
The pivotable arm 114 includes an aperture 218 in which a spherical bearing
118 is housed. The carriage/truck 112 has two vertically disposed extensions
212 in between which the pivotable arm 114 is located. The extensions 212
each have an aperture (not shown) which align with each other and the
aperture 218 of the pivotable arm 114 enabling a pin 214 or other fastener to
secure the pivotable arm 114 to the carriage/truck 112 via the spherical
bearing 118. When the carriage/truck 112 is moved along the rail, the
pivotable arm 114 and thus the frame 110, 111 is moved along the rail.
Figure 13 is a perspective of a counterweight stabilizing device 140 according
to the invention. A pair of counterweight rails 144 is disposed between the
side portions of the frame 111 ntially parallel to the sides 110', 110"
(see Figure 11) of the base of the frame 111.
The counterweight 142 is attached to counterweight e 148. The
counterweight carriage 148 has wheels 248 which are adapted to run along
the counterweight rail 144. A counterweight stabilizer 150 is introduced to
stabilize counterweight from ng. A counterweight shield 146 covers the
counterweight rail 144 and the wheels 248 of the rweight carriage 148
protecting them from damage and ingress of dirt etc...
A hydraulic jack 152 is connected to either the counterweight 142, via
mounted plate 154, or to the rweight stabilizer 150 and when actuated,
the jack 152 moves the counterweight 142 linearly along the path of the
counterweight rails 144. Movement of the counterweight 142 is generally
perpendicular to the longitudinal axis A-A of the structure 30 and this
movement causes pivoting of the frame 110, 111 with respect to the structure
about onal axis B-B between a free hanging and a working position
when the frame 1 is stabilized to the structure 30.
Figure 14 is a perspective of a counterweight system 140 in free hanging
on. The counterweight 142 is located within the internal space 310 of
the frame base 11 1 i.e. the counterweight 142 is located underneath the
frame base 111.
WO 20471
Figure 15 is a cross-section through a rail 120 and carriage/truck 112. The
carriage/truck 112 has pairs of wheels 128 on each side of a central portion
212. The rail 120 ses an overhang 220 on each side which forms the
rail guide 124 and the overhang 220 prevents the carriage/truck 120 from
being removed from the rail 120. The carriage/truck 112 may be a lubricated
to assist in the movement along the rail 120.
Figures 18 and 17 show different perspective views of a suspended
scaffolding system 350 and Figure 18 is a transverse view of the suspended
scaffolding system 350 with,standard scaffolding inflll (PERI in this case). The
frame 1 is a suspended working platform and a scaffold 370 (any
standard system type inflll scaffolding) is erected within the frame 110,1 11
providing a safe access and working environment for construction, inspection
and maintenance work.
An upper platform 374 provides access from the structure 30 to a first ladder
378. in this example, an intermediate platform 378 is provided at the bottom
of the first ladder 378 with access to a second ladder 380 which leads to the
working platform 372. A skilled person will tand how many, if any,
intermediate platforms are required.
The scaffold 370 is an infill, of suspended lding system and its
ded working rm and can be any required system scaffolding for
example PERI, but any appropriate scaffolding system can be used. The
scaffold infill 370 creates a wall 382 around the perimeter of the frame base
111 and a tower 384 around the access point and ladders 0. At the
corners 388 of the frame base 111 distal to the frame sides 110 i.e. the
comers of the frame base 111 which are underneath the structure 30, the
corner upright 392 of the scaffold wall 382 extends beyond the wall height
ending in an abutment bumper or buffer 390. When the counterweight 142 is
in its' working position, as shown, the abutment bumper 390 abuts the
underside of the structure 30. The nt bumper is an integrated part of
this invented device, not the standard scaffolding infill.
The frame sides 110 are each connected to a carriage/truck 112 which can be
moved along rail 120 which is connected to a structure 30 using spaced apart
distance supporting pads 128 between the rail 120 and the structure 30 and
rail fasteners 122 which bridge over the rail 120.
The rail fasteners 122 are spaced apart by a nominal distance of around
200cm however this can be smaller or larger depending on the structure 30.
The rail fasteners 122 fix the rail 120 and in addition act as a stop/obstruction
for the scaffolding system 350 movements, in order to move the scaffolding
system 350 further along the structure, a rail fastener 122 must be temporarily
doubled (one in front of, the other behind the carriage fa be moved) to allow
one fastener to be removed or pivoted away from the rail 120. It is preferred
that the distance and multiples of the distance between rail fasteners 122 is
not the same as the distance between the two frame sides 111 so only one
fastener 122 is removed or displaced at a time to allow passage of the
scaffolding.
In this e, in order to move the scaffolding system 350 further along the
structure, a rail support 122 must be removed or pivoted away from the rail
120. Again, it is preferred that the ce and multiples of the ce
between rail fasteners 122 is not the same as the distance between the two
frame sides 111 so only one fastener 122 is removed or displaced at a time to
allow passage of the lding.
Figures 19 and 20 are cross sections h a suspended scaffolding system
in free hanging position and g position respectively. Referring to Figure
19, the scaffolding system 350 is in its' free hanging or first on with the
counterweight 142 located h the frame base 111 and the abutment
bumper 390 not in contact with the underside of the structure 30. in this
configuration, the scaffolding system 350 may be moved along the rail 120
enabling work, inspection or maintenance of a new n of the structure 30.
Figure 20 shows the scaffolding system 350 in a fixed or working or second
position. The counterweight 142 has been displaced or moved lineally using
the jack 152 towards the edge of the structure 30 and the frame sides 110
shifting the centre of gravity of the scaffolding system 350 and causing it b
pivot about axis B-B (see Figure 11) via the pivoting arms 114 and forcing the
abutment bumper 390 into contact with the underside of the structure 30. in
other words, the counterweight 142 is moved away from the ure 30 to
produce the force that pushes the suspended scaffolding s the main
stable structure. This creates a stabilizing force or brace for the scaffolding
system 350 ng work to be carried out safely, without the working
platform experiencing dangerous uncontrollable swings or movement.
Some or all of the scaffolding system 350 may be removed from a structure
when not in use as the scaffolding 370 is easy to dismantle and transport,
the frame sides 110 could be unbolted from the frame base 111 and the rail
120 removed. Alternatively, the lding system 350 is left attached to a
ure 30.
The lic jack may be supplemented by a hand crank in case of failure or
replaced by a hand crank or alternative movement s.
In the examples shown and described herein, the rail or track 120 is shown as
being located on the upper surface of the ure 30 (see Figures 1,2,7,8)
however the rail may be located on the roadway surface, on a side (see
Figures 5,6) or underside surface (see Figures 3,4,9,10) of the structure; the
position chosen will depend in part on the design of the structure and the
manner of access to the site and the ded working platform of
suspended scaffolding system.
One use of the suspended working platform 100 is to provide under bridge
access for carrying the construction, maintenance or inspection work to the
WO 20471
lower and side surface of the structure 30. The suspended g platform
100 is delivered on the required work site in parts (dismantled or folded), then
the mainframe (side frames 110 and horizontal working platform 111) and
other structural parts of SWP are led together and attached to the
supporting fixing points or rail 120 (by crane for example from below, or from
above; by chopper; by sea ship crane). Then the whole optional add-on
accessory (372,374,376,378,380,382,384,390 Figures 16, 17), machines,
formwork and materials would be placed as required. The SWP allows
economical assembling, disassembling and transportation. ed with
the case of building up scaffolding to carry out the construction or
maintenance, work efficiency is high, and cost can be erably d.
The members of the SWP are designed to be easily connected together for
on-site completion, or can be pre-assembled and shipped complete to the job
site.
SWP frame 100 has adjustable geometry and structure according to particular
case and purposed use and is erected to the geometrical form of the structure
. The dimensions and geometry of the SSS- Suspended Scaffolding
System equipment varies in each particular case of use, adjusted to ic
needs, the geometry of the structure to be work subject and the specific
requirements of the work type to be d out, for example:
® For light maintenance jobs the working platform would be vely
long, as the work progress is quick, and used ent is light(i.e.
painting, cleaning.. .)
® For the work to be carried in one particular place, the working
platform would be relatively short (i.e. stressing.. .)
9 For formwork job type the working platform would be deep and high
to cover the work area and carry the formwork equipment
It is to be appreciated that these Figures are for illustration purposes only and
other configurations are possible
The invention has been described by way of several embodiments, with
modifications and alternatives, but having read and tood this
description further embodiments and modifications will be apparent to those
skilled in the art. All such embodiments and cations are intended to fall
within the scope of the present invention as defined in the accompanying
claims.
Claims (4)
1. A suspended scaffolding system or form-work system that includes a connector system adapted to engage a fixture/ the connector system includes connectors that permit relative movement with respect to the e in two orthogonal planes, the fixture in use is in contact with a surface of a main stable structure/ an arm connects a suspended object of the suspended lding system to the connector system, so that in use the ded lding system is suspended below the main stable structure, characterised in that at last one moveable counterweight is provided on the suspended scaffolding system/ which is adapted to be displaced from a first position to a second position so as to change the position of center of gravity of the suspended scaffolding system, allowing suspended scaffolding system to be ized against the main stable structure with counterweight in second position or hang freely or easy move freely along e with counterweight in first position.
2. A suspended scaffolding system or form-work system according to claim 1, wherein a method of mechanical or manual displacement of mass is provided to displace the counterweight for indicating the force pushing the suspended scaffolding system to be safely stabilized against the main stable structure.
3. A suspended scaffolding system or form-work system according to any preceding claim/ that is stabilized against the main stable structure by adjusting the location of the center of gravity of the suspended lding system away from a neutral position thereby ing a stabilizing force by moving at least one counterweight connected with the suspended scaffolding system.
4. A method of stabilizing the suspended scaffolding system according to any preceding claim n/ the adjustment of the location of the center of gravity is achieved by one or more of counterweight's movements: swing, translation/transposition, or by changing the distribution of weight in rweight area by transferring any liquid or loose material from one ballast tank to another tank/ or by moving 206437NZ_claims_20150624_PLH ^4 pieces of counterweight from one location to r location on the suspended scaffolding system.
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB1103876.7 | 2011-03-08 | ||
GB1103876.7A GB2488983C (en) | 2011-03-08 | 2011-03-08 | Suspended structure, scaffolding or formwork system |
PCT/IB2012/051092 WO2012120471A2 (en) | 2011-03-08 | 2012-03-08 | Suspended scaffolding system |
Publications (2)
Publication Number | Publication Date |
---|---|
NZ616096A NZ616096A (en) | 2015-07-31 |
NZ616096B2 true NZ616096B2 (en) | 2015-11-03 |
Family
ID=
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