GB2412941A - Elevated support structure providing working platform or fall arrest structure - Google Patents

Elevated support structure providing working platform or fall arrest structure Download PDF

Info

Publication number
GB2412941A
GB2412941A GB0407956A GB0407956A GB2412941A GB 2412941 A GB2412941 A GB 2412941A GB 0407956 A GB0407956 A GB 0407956A GB 0407956 A GB0407956 A GB 0407956A GB 2412941 A GB2412941 A GB 2412941A
Authority
GB
United Kingdom
Prior art keywords
stanchion
plafform
support
connector
support structure
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
GB0407956A
Other versions
GB2412941B (en
GB0407956D0 (en
Inventor
Brendan Reynolds
Augustine Arthur Reynolds
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
AUSTIN REYNOLDS SITE SAFETY LT
Original Assignee
AUSTIN REYNOLDS SITE SAFETY LT
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by AUSTIN REYNOLDS SITE SAFETY LT filed Critical AUSTIN REYNOLDS SITE SAFETY LT
Priority to GB0407956A priority Critical patent/GB2412941B/en
Publication of GB0407956D0 publication Critical patent/GB0407956D0/en
Priority to EP05252160A priority patent/EP1584772A3/en
Publication of GB2412941A publication Critical patent/GB2412941A/en
Application granted granted Critical
Publication of GB2412941B publication Critical patent/GB2412941B/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00Scaffolds primarily resting on the ground
    • E04G1/15Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
    • E04G1/153Platforms made of plastics, with or without reinforcement
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00Scaffolds primarily resting on the ground
    • E04G1/28Scaffolds primarily resting on the ground designed to provide support only at a low height
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/32Safety or protective measures for persons during the construction of buildings
    • E04G21/3204Safety or protective measures for persons during the construction of buildings against falling down
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/32Safety or protective measures for persons during the construction of buildings
    • E04G21/3261Safety-nets; Safety mattresses; Arrangements on buildings for connecting safety-lines
    • E04G21/3271Safety mattresses
    • AHUMAN NECESSITIES
    • A62LIFE-SAVING; FIRE-FIGHTING
    • A62BDEVICES, APPARATUS OR METHODS FOR LIFE-SAVING
    • A62B1/00Devices for lowering persons from buildings or the like
    • A62B1/22Devices for lowering persons from buildings or the like by making use of jumping devices, e.g. jumping-sheets, jumping-mattresses

Abstract

Support structure including a platform (2) supported by a plurality of stanchions (8). A connector (4) is provided at the end of each stanchion (8) for connecting the stanchion (8) to the platform (2). A connecting pin (6) connects the stanchion (8), connector (4) and platform (2).

Description

SUPPORT STRUCTURE
The present invention relates to a support structure, and in particular to a support structure in the form of an elevated plafform able to arrest the fall of a person, and/or to act as a working plafform able to support the weight of people and/or tools. The invention also relates to various components of the support structure.
Especially in the building industry, it is common for people to work at heights.
Working platforms enable people to work at a desired height. When working at an elevated height, there is a danger that people may fall and cause themselves injury. There is a particular problem relating to the internal spaces within buildings where there is a void above the next lower floor which may be of such a height that a person falling into the void would be injured.
This may occur when installing concrete blocks, beams and timber roof trusses. To help reduce the risk of serious injury to people falling from an elevated height in these and other circumstances, it has been known to provide a fall arrest system comprising a plafform supported by a plurality of legs.
Previously proposed systems, such as that proposed in British Patent Application GB 2322400, have relied on a plafform formed as a plurality of intersecting strips of plastics material giving a plafform having some resilience to absorb the impact of a person falling onto the plafform. The plafform is supported by legs provided at each corner. Each of the legs comprises a tube with a rubber or plastics foot at one end and a locating plate at the opposite end. The upper surface of the locating plate includes a number of upstanding projections or bosses that are received within apertures in the support plafform. In use, the support plafform can be tied to the locating plate via a , +.
number of ties. Alternatively, metal screws or bolts can be used to screw or bolt the components together.
Another system proposed by the present applicant uses a moulded plafform including lower projections that are received within recesses of a stanchion support integrally formed on one end of a stanchion or leg.
There are various potential problems with prior art support platforms.
Some support platforms are not able to satisfactorily absorb the impact of a body falling upon them, either because the support plafform itself is not sufficiently strong to absorb the impact, or due to the support legs not being able to withstand the impact. In particular, it is known to form a plafform using cut-down plastics pallets. The cutting of these pallets can weaken them, the cutting resulting in stress factors or stress concentration raising features, and may therefore result in a fragile surface.
Further, there is a risk that the impact of a body falling onto the support plafform will cause the plafform to bounce out of connection with the leg or stanchion. Whilst this can be avoided by use of ties to tie the plafform to the connecting plate connecting the plafform and leg, this may be time consuming. Accordingly, it may be that either the working platforms are not erected, or the platforms are not tied to the leg plates, due to the time required. Similar considerations apply where metal screws or bolts are used to secure the components.
According to a first aspect of the present invention, a support structure comprises a plafform, a plurality of stanchions, and a connector coupled to the end of each stanchion for coupling the stanchion to the plafform, wherein at least one connecting pin is provided to pass through a portion of the plafform, stanchion and connector to removably connect these.
The provision of a pin that passes through parts of the platform, stanchion and connector to connect these is of advantage as this is a simple and quick way of connecting the components of the support structure which helps ensure that the support structure is properly assembled for use, whilst effectively connecting the components to avoid the problem of these becoming separated during use, and especially as the result of an impact on the support platform. As a result, the support structure of the present invention will be more widely and correctly used, and will be better suited to absorb impacts and thereby protect injury in use. The structure is usable both as a working platform and as a fall arrest system. Preferably, the connectors are removably connected to the stanchions. The use of separate stanchions, connectors and platforms is advantageous for transportation of the support platforms, allowing the support platforms to be broken down into individual components that may easily be packaged and transported.
It is preferred that the connector comprises a generally central opening for receiving one end of the stanchion, and includes at least one recess for receiving a projection from the underside of the platform. In this case, it is preferred that the side walls of the opening for receiving the stanchion include aligned openings for receiving the pin, the end of the stanchion received within the opening of the connector includes similarly aligned openings for receiving the pin, the side wall of the recess of the connector include aligned holes for receiving the pin, and the at least one projection from the platform includes an aligned hole for receiving the pin when the projection is received within the recess. The openings are preferable in the form of elongate slots which, in use, are arranged generally vertically. This allows some relative movement between the components in one, generally vertical direction.
It will be understood that some or all of the projections and recesses of the stanchion, connector and platform may be reversed, for example with the connector having projections received in corresponding recesses of the plafform. However, this may lead to difficulties in inserting a connecting pin.
It is preferred that the connector includes a mating component for mating with the leg attached to the connector, helping prevent relative rotation of leg with respect to the connector. The mating component may also provide a frictional engagement between the connector and the leg to help prevent the accidental removal of the leg from the connector.
It will be appreciated that separate pins could be used for connecting the stanchion and connector and for connecting the connector and plafform.
However it is preferred that a single pin is used passing through all of the openings to ensure simple connection of the components.
It is preferred that the connector includes a number of recesses for receiving the at least one projection from a plafform. Ideally, the connector includes four recesses arranged in a square configuration. In this case, it is preferred that each of the plafforms includes a plurality of projections from the lower side of the plafform at each corner to be received within the recesses of the connector. Where three projections are provided at the corner, and the stanchion is provided at the corner of a single plafform, all three projections are received in the recesses of the connector. Alternatively, where two plafforms are provided next to each other, two side by side projections may be received in two side by side recesses of the connector, and two side by side projections on the second plafform may be received in the other two recesses of the connector, thereby giving reliable support for both plafforms. If four plafforms are to be supported, the outer corner projection of each of the four plafforms may be received in the four recesses of the connector, enabling the connector to connect the four plafforms. In this case, a second pin may be provided to connect all four projections of the plafforms to the recesses of the connector. In addition to the projections at the corner of the plafform, it is preferred that other projections are provided at other positions for connection to a connector, for example projections along the side edges or in the centre of the plafform.
It is preferred that the upper surface of the connector, that being the surface from which the recesses extend, is formed with an embossed or gripping surface to prevent slipping. This helps ensure that movement between the connector and plafform is minimised. Further, a connector may be provided at the end of the stanchion opposite that which supports the plafform. The connector may be connected to the stanchion by a pin in a similar manner as the connector supporting the plafform. Where a connector is provided at the opposite end of the stanchion to that supporting the plafform, the second connector acts as a foot to help support the plafform. In this case, the gripping surface will be in contact with the floor, and this will help avoid slipping of the plafform.
The plafform may be moulded. In a preferred embodiment, the plafform may be formed by moulding, for example by injection moulding. This enables the plafform to be formed as a hollow structure, which helps reduce the cost for manufacture by reducing the amount of material used, and also reduces weight. However, the plafform may have a solid structure, and in this case can be formed by other moulding techniques.
It is preferred that the plafform includes a number of apertures extending through the plafform. This reduces the weight of the plafform, and reduces the cost of manufacture, by reducing the amount of material required.
Further, the openings allow drainage through the plafform. This is particularly advantageous as any moisture or rain water collecting on the surface of the plafform or in the recesses which may make this slippery and dangerous.
Further, this helps to avoid water collecting which may otherwise wet users assembling the structure. It is preferred that at least the upper surface of the plafform includes an embossed or grip surface to help prevent slipping.
To produce a plafform having high strength suitable for use as both a fall arrest system and as a working plafform, but with minimum weight and using minimal material, it is preferred that the plafform includes a supporting rib structure.
Whilst the plafform may be of any suitable dimensions it is preferred that the plafform has sides of between around 0.8m and 1.2m in length, and ideally that the plafform has a rectangular shape having a length of around 1.2m and a width of around 0.8m. This is a size which can be easily supported by a minimum number of legs or stanchions whilst giving the required strength.
The plafform may have a thickness or height of around 60mm.
Whilst the plafform should be able to support the impact of a body falling onto the plafform, and at least two other people to assist in the rescue of a person fallen onto the plafform, the plafform ideally has some resilience to absorb the shock of impact, rather than being brittle. Ideally, the plafform is made from a polyolefin material. The stanchion and other components of the support may also be formed from polyolefin.
Although not considered necessary, the use of additional ties or safety straps for connecting the components in addition to the pins is not excluded by the present invention.
According to a second aspect of the present invention, a stanchion or support leg for a support structure is provided comprising a generally tubular elongate member including axially extending grooves or ridges.
The stanchion is preferably around 2m in length. However, the height will be dependent upon the desired height of the plafform, and therefore longer or shorter legs could be used. The diameter and wall thickness of the stanchion will be dependent upon the load to be supported and the length of the stanchion. For a stanchion having a length of around 2m, a diameter of around 70mm is preferred.
The provision of a hollow leg, as opposed to a solid leg, is advantageous as it reduces the amount of material required to form the leg, thereby reducing manufacturing costs, and also reduces the weight of the stanchion.
The provision of axially extending grooves or ridges enhances the overall strength of the stanchion, and in particular its resistance to buckling.
It is preferred that the support platform according to the first aspect of the present invention includes a plurality of stanchions according to the second aspect of the present invention.
In this case, it is preferred that the mating means on the connector for mating the leg or stanchion and the connector comprises one or more axially extending ribs or projections on the inner wall of the opening of the connector that receives the end of the stanchion, the elongate ribs or projections being received in the grooves or rigdes of the stanchion to prevent relative rotation between the stanchion and the connector. It will be appreciated that the ribs or projections may be in the form of discrete projections rather than elongate projections, and may either extend into grooves of the stanchion or abut against elongate ridges to prevent relative rotation.
According to a third aspect of the present invention, there is provided a subsidiary platform for a support structure arranged to be held between the support platform and stanchion and arranged to extend beyond the outer periphery of the support platform in at least one direction.
This aspect of the invention is of particular benefit where the area in which the support structure is provided cannot be covered completely by the normal support platforms. This is a problem since voids are typically not of a standard size. In the prior art, it was known to try and bridge gaps by providing additional separate plafforms overlying the main support plafforms, the additional support plafforms not being independently supported by a stanchion. Using the subsidiary support structures of this aspect of the invention enables an extension to extend from the main support plafform to fill any gaps, for example around the periphery of the support plafform to a side wall of a void or opening in which the support plafform is provided. It is generally necessary to provide 'bridging' plafforms, these being additional plafforms that are provided on top of supported plafforms to bridge gaps between these to cover a desired area. Such bridging plafforms are undesirable as these create different levels of the overall plafform which can create a tripping hazard. The use of subsidiary support plafforms according to the present invention which do not lie on top of the remainder of the support helps supplement the use of bridging plafforms, and may help reduce the number of bridging plafforms required to provide a plafform over a required or desired area. The use of subsidiary plafforms or supports, it is possible to ensure that the overall plafform extends to and abuts against any generally vertical walls or surfaces. This helps ensure the stability of the plafform, since this is not able to sway, twist or rock due the abutment with the sides. This is especially useful in an enclosed void.
Especially where the subsidiary support structure is to be provided in a support structure according to the first aspect of the present invention, it is preferred that the subsidiary support structure includes openings which receive the projections from the support plafform that are in turn received within the recess of the connector. In this way, the subsidiary support structures are held firmly in place, both being prevented from lateral movement and from vertical movement. The subsidiary support structures may be of any desired size and various different size subsidiary support structures may be provided for different size openings.
In this aspect of the present invention, it is preferred that the the openings through which the at least one pin extends to connect the components is in the form of an elongate opening. This allows parts of the openings to be aligned whether or not the spacer is provided between the plafform and the connector or not, and therefore allows the pin to pass through the openings to connect the components as required.
An example of a support plafform according to the present invention will be described in accordance with the accompanying figures in which: Figure 1 shows a support plafform according to the present invention; Figure 2 shows a cross-sectional view through a plafform, stanchion and connector; Figure 3 shows top and bottom views of a plafform; Figure 4 shows a view of a connector; Figure 5 a view of a stanchion; Figure 6 shows a view of a pin; and Figure 7 shows a view of a subsidiary support.
As shown in Figure 1, a fall arrest or working plafform according to the present invention comprises a plafform 2 which may be formed from a plastics material, such as polyolefin, and may be suitably moulded. Most preferabit, the components are formed from a Block co-polmer polypropylene. As shown in greater detail in Figure 3, the support plafform includes a number of through holes 30 arranged to reduce the weight of the plafform, and to allow drainage of liquid. The top surface 34 of the plafform is either textured or formed from a material to give enhanced grip. The underside of the plafform includes a series of ribs 36 that are provided to enhance the strength of the plafform, whilst reducing the overall weight.
The underside of the plafform also includes a series of projections 32 extending from the underside of the plafform, and arranged to be located in a stanchion support or connector as described below. In the arrangement of the present invention, three projections are provided at each corner, with a further two projections being provided approximately half way along each side of the plafform, and four projections being provided in or around the centre of the plafform. It will be appreciated that different numbers and arrangements of projections are possible.
As shown in Figure 1, the plafform is supported by a number of legs or stanchions, with appropriate stanchion supports. In the example shown in Figure 1, a single plafform is supported by five such stanchions or legs, one provided at each corner, and a further stanchion provided in the centre. It will be appreciated that if more than one plafform is to be provided, the stanchion supports may be offset to support a plurality of platforms. As shown in greater detail in Figure 5, the stanchions comprise a generally tubular, elongate member which is preferably formed from polyolefin. The elongate member preferably has a length of around 2m, a maximum cross-sectional dimension of around 70mm, and has a wall thickness of around 4.5mm. The elongate member has a series of elongate ridges, grooves or channels extending substantially along the length of the elongate member. In the example shown in Figure 5, grooves 50 are provided. These grooves act to strengthen the leg, and in particular help resist compressive forces on the leg, and buckling.
Any number of grooves may be used, although it is preferred that these are equally spaced around the circumference of the stanchion. In a preferred embodiment, four grooves are provided.
In one example, a stanchion support is provided at either end of the stanchion - one support to support the platform, the other to act as a foot for the stanchion. In this case, both stanchion supports are connected to the stanchion using a pin. In an alternative example of the present invention, the lower end of the stanchion may include a foot or grip provided integrally or otherwise fixed to the stanchion. In one example, the foot may be a rubber end piece which is attached to the end of the stanchion, for example by a friction fit or by adhesive. In this case, the foot contacts the ground on which the platform is provided, and holds this in place. The advantage of using a foot of this type is that the manufacturing costs can be reduced, and the time required for assembly of the support can be reduced as there is no need to separately attach a support to the lower end of each stanchion.
The receiving cavity of the stantion support includes internal projections, projecting inwardly from the inner wall of the cavity, and receivable within a corresponding groove of the stanchion. In this way, the stanchion and the stanchion support are interconnected in such a way as to resist removal of the stanchion from the stanchion support, and to prevent relative rotational movement between the stanchion and the stanchion support. This is of particular advantage as it helps ensure that the stanchion is correctly located within the support such that the openings for receiving the pin are aligned.
The stanchion support is shown in greater detail in Figure 4. The stanchion support has a central opening 44 which is shaped and sized to receive one end of the stanchion 8. Arranged around the central recess, and extending from the opposite side or face of the support, are a plurality of recesses 40.
These recesses 40 are arranged to receive the projections 32 of the working platform. The surface 42 from which the recesses 40 open should include an embossed or gripping surface or material. This helps prevent slipping of the stanchion support with respect to the working platform or floor. As shown in Figure 1, it is preferred that a stanchion support is provided at each end of the stanchion, one end acting as a foot, and the other end acting as a support for the working platform.
As shown in the cross-sectional view of Figure 2, each of the projections 32 of the platform 2, each of the recesses 42 of the stanchion support 4 and the stanchion 8 include openings 14, 16 and 10 respectively. In use, when the stanchion is provided within the central opening of the stanchion support 4, and one or more projections of the support platform are contained within the recesses 42 of the stanchion support 4, these holes 14, 16, 10 will be in alignment.
A pin 6, shown best in Figure 6, is then extended through the holes, thereby constraining the stanchion support, stanchion, subsidiary platform or 'spacer' (where provided) and working platform to prevent relative movement of these.
The pin preferably has a total length of around 260 to 270mm, although the length will be dependent upon the size of the stanchion support through which the pin must extend. As best seen in Figure 6, the pin includes a means for locking this in place, and further includes a transverse extension 62 provided at one end. In one example, the locking means includes a circular rib provided adjacent the transverse end 62 of the pin. In use, the rib passes beneath a coupling aperture of the connector, and is prevented from removal.
Alternnatively or additionally, the locking means may comprise a bifurcated end 64 at the opposite end of the pin to the transverse extension 62. The bifurcated end 64 of the pin is biased apart, such that when the pin is inserted into the holes of the working platform, the ends are forced towards each other, against the bias, to allow the pin to pass through the holes, but as the pin end passes through the end of the holes, the bifurcated ends are biased apart, thereby creating a gripping force on the outer surface of the stanchion support to hold the pin in place. The transverse end 62 is provided to assist in positioning and removal of the pin.
As shown in Figure 2, a second pin may be provided through the side walls of the lower stanchion support and through the holes in the opposite end of the stanchion to clip the stanchion support to the stanchion.
Also shown, and shown in detail in Figure 7, is a spacer plate 12. As shown in Figure 7, the spacer plate 12 includes through holes 56. In use, and as shown best in Figure 2, the spacer plate is provided between the upper stanchion support and the lower surface of the fall arrest or working plafform, effectively sandwiching the extension support between the plafform and the stanchion support. In this case, the projections 32 of the plafform extend through the openings 56 in the extension plate 12 and into the recesses 42 of the stanchion support 4. As can be seen in Figure 12, the extension support will extend beyond the outer periphery of the plafform 2. This extension extends the effective area covered by the working plafform, without requiring additional platforms. The extension support piece is therefore ideal for filling small gaps around the periphery of the plafform to a side wall of a void in which the support plafform is provided. Also, by abutting against the side walls of a void, the support plafform is more stable, being resistant to tipping.
The spacer may be of any desired size, and it is considered optimal to have spacers of different size to enable the plafform to fit any desired size.
However, it is preferred that the spacer has a size of around 280mm x 320mm, and a thickness of around 5mm.
It will be appreciated that the extension support piece may be used in conjunction with other fall arrest or working surface systems, and is not limited to use with a fall arrest system according to the main aspect of the present invention. It will also be appreciated that the stanchions according to the present invention can be used in other fall arrest systems.

Claims (24)

1. A support structure comprises a platform, a plurality of stanchions, and a connector coupled to the end of each stanchion for coupling the stanchion to the platform, wherein at least one connecting pin is provided to pass through a portion of the platform, stanchion and connector to removably connect these.
2. A support structure according to Claim 1, in which the connectors are removably connected to the stanchions.
3. A support structure according to Claim 1 or Claim 2, in which the connector comprises a generally central opening for receiving one end of the stanchion, and includes at least one recess for receiving a projection from the underside of the platform.
4. A support structure according to Claim 3, in which the side walls of the opening for receiving the stanchion include aligned openings for receiving the pin, the end of the stanchion received within the opening of the connector includes similarly aligned openings for receiving the pin, the side wall of the recess of the connector include aligned holes for receiving the pin, and the at least one projection from the platform includes an aligned hole for receiving the pin when the projection is received within the recess.
5. A support structure according to Claim 3 or Claim 4, in which the openings are in the form of elongate slots which, in use, are arranged generally vertically.
6. A support structure according to Claim 2 or any claim dependent thereon, in which the connector includes a mating component for mating with the leg attached to the connector.
7. A support structure according to any one of the preceding claims, in which a single pin is used for each connector and passing through all of the openings to ensure connection of the components.
8. A support structure according to any one of the preceding claims, in which the connector includes a number of recesses for receiving the at least one projection from a platform.
9. A support structure according to Claim 8, in which the connector includes four recesses arranged in a square configuration.
10. A support structure according to any one of the preceding claims, in which the surface of the connector from which the projection receiving recesses extend, is formed with an embossed or gripping surface to prevent slipping.
11. A support structure according to any one of the preceding claims, in which the platform includes a number of apertures extending through the 1 5 platform.
12. A stanchion or support leg for a support structure comprising a generally tubular elongate member including axially extending grooves or ridges.
13. A stanchion according to Claim 12, being around 2m in length.
14. A stanchion according to Claim 12 or Claim 13, having a diameter of around 70mm.
15. A stanchion according to any one of Claims 12 to 14, including a foot attached to or formed integrally with one end of the stanchion.
16. A stanchion according to Claim 15, in which the foot comprises a rubber foot received within or extending over one end of the stanchion.
17. A support structure according to any one of Claims 1 to 11, including at least one stanchion according to any one of claims 12 to 16.
18. A support structure according to Claim 17, in which the connector includes mating means for mating the leg or stanchion and the connector, the mating means comprising one or more ribs or projections on the inner wall of the opening of the connector that receives the end of the stanchion, the elongate ribs or projections being received in the grooves or rigdes of the stanchion.
19. A subsidiary plafform for a support structure arranged to be held between the support plafform and stanchion and arranged to extend beyond the outer periphery of the support plafform in at least one direction.
20. A subsidiary plafform according to Claim 19, comprising a generally planar plafform including opening for receiving projections on a stanchion, stanchion support or support plafform to hold the subsidiary plafform in place.
21. A support structure according to any one of Claim 1 to 11, 17 or 18 and including a subsidiary plafform according to Claim 19 or Claim 20.
22. A support plafform substantially as shown in or as described with respect to any of the accompanying drawings.
23. A stanchion for a support plafform substantially as shown in or as described with respect to any of the accompanying drawings.
24. A subsidiary plafform for a support plafform substantially as shown in or as described with respect to any of the accompanying drawings.
GB0407956A 2004-04-07 2004-04-07 Support structure Expired - Fee Related GB2412941B (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
GB0407956A GB2412941B (en) 2004-04-07 2004-04-07 Support structure
EP05252160A EP1584772A3 (en) 2004-04-07 2005-04-06 Support structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB0407956A GB2412941B (en) 2004-04-07 2004-04-07 Support structure

Publications (3)

Publication Number Publication Date
GB0407956D0 GB0407956D0 (en) 2004-05-12
GB2412941A true GB2412941A (en) 2005-10-12
GB2412941B GB2412941B (en) 2009-08-05

Family

ID=32320543

Family Applications (1)

Application Number Title Priority Date Filing Date
GB0407956A Expired - Fee Related GB2412941B (en) 2004-04-07 2004-04-07 Support structure

Country Status (2)

Country Link
EP (1) EP1584772A3 (en)
GB (1) GB2412941B (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2417282A (en) * 2004-08-17 2006-02-22 William Robson Hollow impact absorbing units to arrest fall from height
GB2456817A (en) * 2008-01-25 2009-07-29 Richard Stephen Bond Platform system used as a fall prevention system and a working platform in the building trade
GB2472844A (en) * 2009-08-21 2011-02-23 Promote Products Ltd Scaffold board
GB2554867A (en) * 2016-10-05 2018-04-18 Barry Leech Brendan A block for modular construction of a platform
GB2569021A (en) * 2017-10-17 2019-06-05 J Mac Safety Systems Ltd Improvements in or relating to safety decking
US20220010571A1 (en) * 2018-11-29 2022-01-13 John Arthur Grey Support frame and method of use
US11959290B2 (en) * 2018-11-29 2024-04-16 John Arthur Grey Support frame and method of use

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2551699A (en) * 2016-06-20 2018-01-03 Three G Metal Fabrication Ltd A platform system
GB2601493A (en) * 2020-12-01 2022-06-08 J Mac Safety Systems Ltd A Lapboard for a Safety Deck Assembly

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0016534A1 (en) * 1979-02-21 1980-10-01 Ferodo Limited Improvements in or relating to roof walkways
GB2322400A (en) * 1997-02-20 1998-08-26 Graceland Hire Ltd Safety and support structure

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB247057A (en) * 1925-06-04 1926-02-11 Frederic Armstrong Davidson A support for use on scaffolding and like structures
US3245495A (en) * 1964-01-22 1966-04-12 Jr Thomas M Wells Scaffold
US3883104A (en) * 1974-03-06 1975-05-13 Lane Company Inc Table leg fastening means
GB2231117B (en) * 1989-04-07 1992-08-12 Marconi Co Ltd Framework structure
DE9115979U1 (en) * 1991-12-23 1992-02-20 Wilhelm Albert Gmbh Leitern- Und Geruestefabrik, 8752 Kleinkahl, De
DE19911380A1 (en) * 1999-03-15 2000-09-21 Plettac Ag Podium or platform with scaffold fixer centers round plate with fitted fixers as cylinders fixer sleeve and tube to engage scaffold pins.
GB9927251D0 (en) * 1999-11-18 2000-01-12 Fray Design Limited Improvements in and relating to furniture
DE20105702U1 (en) * 2001-03-30 2001-08-09 Layher W Vermogensverw Gmbh Corner area of a scaffolding arrangement with console devices

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0016534A1 (en) * 1979-02-21 1980-10-01 Ferodo Limited Improvements in or relating to roof walkways
GB2322400A (en) * 1997-02-20 1998-08-26 Graceland Hire Ltd Safety and support structure

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2417282A (en) * 2004-08-17 2006-02-22 William Robson Hollow impact absorbing units to arrest fall from height
GB2456817A (en) * 2008-01-25 2009-07-29 Richard Stephen Bond Platform system used as a fall prevention system and a working platform in the building trade
GB2456817B (en) * 2008-01-25 2010-03-17 Richard Stephen Bond Platform systems, e.g. for fall-prevention during building construction
GB2472844A (en) * 2009-08-21 2011-02-23 Promote Products Ltd Scaffold board
GB2554867A (en) * 2016-10-05 2018-04-18 Barry Leech Brendan A block for modular construction of a platform
GB2554867B (en) * 2016-10-05 2020-04-22 Barry Leech Brendan A block for modular construction of a platform
GB2569021A (en) * 2017-10-17 2019-06-05 J Mac Safety Systems Ltd Improvements in or relating to safety decking
US20220010571A1 (en) * 2018-11-29 2022-01-13 John Arthur Grey Support frame and method of use
US11959290B2 (en) * 2018-11-29 2024-04-16 John Arthur Grey Support frame and method of use

Also Published As

Publication number Publication date
EP1584772A3 (en) 2007-09-12
GB2412941B (en) 2009-08-05
EP1584772A2 (en) 2005-10-12
GB0407956D0 (en) 2004-05-12

Similar Documents

Publication Publication Date Title
EP1584772A2 (en) Support structure
US20200283984A1 (en) Footing plates
US5941041A (en) Play structure building panel
US20090158682A1 (en) Screed Rail
US4566243A (en) Plank grating assembly
MXPA04006317A (en) Rebar support chair.
US4479342A (en) Post frame building and method of constructing the same
KR101605007B1 (en) Railing structures
FI82522C (en) TERRASSANLAEGGNING.
US20110164929A1 (en) Lite mine roof support crib and method
US20020124332A1 (en) Knockdown ramp construction
AU2009295264A1 (en) Fence panel support foot
EP0364474A1 (en) Tiles for playground surfaces.
GB2436585A (en) Gap cover insert
PT90336B (en) BALUSTRADE BOARD SET FOR SCAFFOLDING
US4858724A (en) Safety fence for scaffolds
KR20050120606A (en) A safety foothold for architecture
GB2128238A (en) Load supporting framework for use on building sites
AU2002362655A1 (en) Lite mine roof support crib and method
US4223507A (en) Composite aluminum jack poles
EP0065856A1 (en) Stagings
CA2345813A1 (en) Headwall for drain pipe
AU753281B2 (en) Platform elements and connectors
KR102057123B1 (en) Wooden deck having two way nonslip function
KR102557666B1 (en) Deck road structure and the method of construction

Legal Events

Date Code Title Description
PCNP Patent ceased through non-payment of renewal fee

Effective date: 20230407