EP0777804B1 - A device for a scaffold - Google Patents

A device for a scaffold Download PDF

Info

Publication number
EP0777804B1
EP0777804B1 EP95930063A EP95930063A EP0777804B1 EP 0777804 B1 EP0777804 B1 EP 0777804B1 EP 95930063 A EP95930063 A EP 95930063A EP 95930063 A EP95930063 A EP 95930063A EP 0777804 B1 EP0777804 B1 EP 0777804B1
Authority
EP
European Patent Office
Prior art keywords
fastener
wedge
rim
locking means
strut
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.)
Expired - Lifetime
Application number
EP95930063A
Other languages
German (de)
French (fr)
Other versions
EP0777804A1 (en
Inventor
Martin Huseboe
Johnny SKÖLD
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.)
Alustar AS
Original Assignee
Alustar AS
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 Alustar AS filed Critical Alustar AS
Publication of EP0777804A1 publication Critical patent/EP0777804A1/en
Application granted granted Critical
Publication of EP0777804B1 publication Critical patent/EP0777804B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

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
    • E04G7/00Connections between parts of the scaffold
    • E04G7/30Scaffolding bars or members with non-detachably fixed coupling elements
    • E04G7/32Scaffolding bars or members with non-detachably fixed coupling elements with coupling elements using wedges
    • 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
    • E04G7/00Connections between parts of the scaffold
    • E04G7/30Scaffolding bars or members with non-detachably fixed coupling elements
    • E04G7/302Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members
    • E04G7/306Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect
    • E04G7/307Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect with tying means for connecting the bars or members

Definitions

  • the invention relates to a device for a scaffold of the kind comprising vertical struts or spires, horizontal struts which may be cantilever struts each supported by a diagonal strut which, at each end, is provided with fasteners for connection to rims on horizontal struts and spires in the junction points of the scaffold, and where the interconnection between diagonal strut fastener and rim is secured by means of a locking means, which may have the form of a wedge or another insertion means, e.g. a bolt passing through registering wedge/bolt accommodating hole portions of holes in diagonal strut fastener and rim.
  • the wedge acts as a force transferring means for pressure forces and accommodates the entire pressure load. Consequently, the wedge must be dimensioned correspondingly and, therefore, it becomes voluminous and heavy.
  • Each wedge is connected temporarily (prior to the mounting) to the diagonal strut fastener, and during the mounting the wedge is often operated manually from the opposite end of the diagonal strut, and a heavy wedge will then be rather unwieldy.
  • EP-A-0 105 500 discloses a connector for post and runner type scaffolding, the connector is adapted to engage a bracket affixed to a scaffolding post. In use, the connector abuts forcefully against a convex surface of the post by means of a wedge acting through the bracket.
  • a diagonal strut may be handled in such a way that the operator holds one end of the diagonal strut while he tries to interconnect its upper fastener carrying the wedge and an overlying rim on a spire, the lower end of the latter occupying a position above the ground and being connected to the outer end of a jutting-out strut.
  • the branches of the bifurcated strut fastener are to be placed one above and one below the rim, three wedge accommodating hole portions vertically aligned; moreover, the lower end of the wedge must simultaneously take a position immediately above said hole of the rim. This is very difficult to manage by traditional scaffold components.
  • a primary object of the present invention has, therefore, been to design and shape the diagonal fastener such in relation to adjacent elements and members of the scaffold that transfer of pressure forces between diagonal strut and horizontal strut/spire is secured, without loading a locking means such as a wedge, bolt or a similar connecting insertion means in the junction point of the scaffold.
  • a device for a scaffold comprising vertical struts and horizontal struts each supported by a diagonal strut, said device comprising a rim to be connected on a strut at the junction point of the scaffold, a fastener to be connected to the rim and to the end of said diagonal strut and locking means for securing the interconnection between fastener and rim, passing through holes in the fastener and in the rim for accommodating said locking means, characterised in that the fastener is formed with at least one first land area adapted to rest against an opposing, adjacent face portion of a scaffold strut or spire and at least one second land area adapted to rest against an opposing adjacent face portion on the rim.
  • the vertical struts may be spires.
  • the horizontal struts may be jetting out struts.
  • the wedge, bolt or another locking means may be formed such that it has a first longitudinal portion forming an obtuse angle in relation to the another longitudinal portion.
  • Such an angled/curved wedge/bolt may, prior to the mounting, be tilted rearwardly and take a temporarily stable position of readiness, so that the lower end carrying a tube rivet occupies the desired position just below the upper branch of the bifurcated diagonal strut fastener.
  • the diagonal strut fastener through the strut may be subjected to an appropriate displacement movement, during which the diagonal strut fastener for instance impinges slightly against the adjacent spire portion, putting the upwardly extending, rearwardly swung portion into an adequate motion, so that the wedge falls into position within the registering hole portions of the holes in the bifurcated diagonal strut and the hole in the rim.
  • a diagonal strut 1 is connected to a bifurcated diagonal strut fastener 2 by means of a lateral bolt 13.
  • the diagonal strut fastener's 2 upper branch is indicated at 2' and the lower one at 2".
  • the branches 2', 2" of the bifurcated fastener 2 are each formed with a wedge accommodating, vertically through-going hole 3' and 3", respectively, which in size and shape is adapted to accommodate a wedge, generally denoted by means of the reference numeral 4, said wedge 4, in the position of use, figure 1, takes a substantially vertical position.
  • the wedge 4 is curved repectively angled in the longitudinal direction and, in the position of use, has an upper portion 4' and a lower portion 4", said portions 4', 4" forming an obtuse angle with each other.
  • Figure 4 shows how the wedge's curvature/angular course can be utilized.
  • the wedge is tilted rearwardly (in relation to the junction point of the scaffold, figure 1), taking a position of readiness, from where it with relative ease should be tilted forwardly in order to fall down into vertically registering hole portions of holes 3', 3" in branches 2', 2" of the bifurcated fastener 2 and an intermediate hole 5 in a rim 6 on a scaffold spire 7, figure 1.
  • wedge 4 is provided with a lateral tube rivet 8 which is placed in a hole in the wedge subsequent to the passage of the lower portion 4" of the wedge 4" through the hole 3' of the upper branch 2', so that the wedge 4 thereafter can not be pulled out of its engagement with the diagonal strut fastener 2, whereafter wedge 4 and diagonal strut 1,2 constitute an assembly facilitating the subsequent mounting operations.
  • a locking cotter 9 is inserted into the tube rivet 8.
  • the tube rivet 8 has a larger axial length than the width of the upper hole in the bifurcated diagonal strut fastener, and the lower end of the wedge 4 can, consequently, not get lost by being pulled upwardly.
  • the lower hole i.e. the hole in the lower branch of the bifurcated diagonal strut fastener 2 will, of course, have so large dimensions in the lateral direction of the wedge 4 that the wedge's lower end and its tube rivet 8 may pass therethrough.
  • the diagonal strut fastener 2 is formed with land areas 10, 10', 11, 11' adapted to rest pressure force transferringly partly against a face 7' on the spire 7 and partly against a face 6' on the rim 6.
  • first land areas 10, 10' on the diagonal strut fastener 2 are formed on the outer end edge of the two branches 2', 2" in the form of projecting mouldings engaging into vertical grooves or flutes formed in the opposing rim portion and the bottom portion thereof forming a land area.
  • Second land area 11 forms an angle different from a right angle with a vertical plane through the wedge accommodating holes 3', 3" of the branches 2', 2".
  • the design, shaping and mutually positioning of the pressure force transferring land areas/stop faces cooperating in pairs are, in other respects, such that these are pressed toward each other with a force substantially proportional with the pressure forces to be transferred.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Clamps And Clips (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
  • Electric Cable Installation (AREA)
  • Movable Scaffolding (AREA)
  • Bridges Or Land Bridges (AREA)
  • Ladders (AREA)

Description

The invention relates to a device for a scaffold of the kind comprising vertical struts or spires, horizontal struts which may be cantilever struts each supported by a diagonal strut which, at each end, is provided with fasteners for connection to rims on horizontal struts and spires in the junction points of the scaffold, and where the interconnection between diagonal strut fastener and rim is secured by means of a locking means, which may have the form of a wedge or another insertion means, e.g. a bolt passing through registering wedge/bolt accommodating hole portions of holes in diagonal strut fastener and rim.
In conventional scaffolds of the kind defined introductorily, the wedge sticks and may get locked within a diagonal strut fastener's hole not used hitherto.
In conventional scaffolds, the wedge acts as a force transferring means for pressure forces and accommodates the entire pressure load. Consequently, the wedge must be dimensioned correspondingly and, therefore, it becomes voluminous and heavy. Each wedge is connected temporarily (prior to the mounting) to the diagonal strut fastener, and during the mounting the wedge is often operated manually from the opposite end of the diagonal strut, and a heavy wedge will then be rather unwieldy.
EP-A-0 105 500 discloses a connector for post and runner type scaffolding, the connector is adapted to engage a bracket affixed to a scaffolding post. In use, the connector abuts forcefully against a convex surface of the post by means of a wedge acting through the bracket.
As previously indicated, during the installation of the scaffold, a diagonal strut may be handled in such a way that the operator holds one end of the diagonal strut while he tries to interconnect its upper fastener carrying the wedge and an overlying rim on a spire, the lower end of the latter occupying a position above the ground and being connected to the outer end of a jutting-out strut. With such a manoeuvring, the branches of the bifurcated strut fastener are to be placed one above and one below the rim, three wedge accommodating hole portions vertically aligned; moreover, the lower end of the wedge must simultaneously take a position immediately above said hole of the rim. This is very difficult to manage by traditional scaffold components.
A primary object of the present invention has, therefore, been to design and shape the diagonal fastener such in relation to adjacent elements and members of the scaffold that transfer of pressure forces between diagonal strut and horizontal strut/spire is secured, without loading a locking means such as a wedge, bolt or a similar connecting insertion means in the junction point of the scaffold.
Accordingly, there is provided a device for a scaffold comprising vertical struts and horizontal struts each supported by a diagonal strut, said device comprising a rim to be connected on a strut at the junction point of the scaffold, a fastener to be connected to the rim and to the end of said diagonal strut and locking means for securing the interconnection between fastener and rim, passing through holes in the fastener and in the rim for accommodating said locking means, characterised in that the fastener is formed with at least one first land area adapted to rest against an opposing, adjacent face portion of a scaffold strut or spire and at least one second land area adapted to rest against an opposing adjacent face portion on the rim.
The vertical struts may be spires. The horizontal struts may be jetting out struts.
The wedge, bolt or another locking means may be formed such that it has a first longitudinal portion forming an obtuse angle in relation to the another longitudinal portion. Such an angled/curved wedge/bolt may, prior to the mounting, be tilted rearwardly and take a temporarily stable position of readiness, so that the lower end carrying a tube rivet occupies the desired position just below the upper branch of the bifurcated diagonal strut fastener. When this lower wedge end is immediately above the hole in the rim belonging thereto, the diagonal strut fastener through the strut may be subjected to an appropriate displacement movement, during which the diagonal strut fastener for instance impinges slightly against the adjacent spire portion, putting the upwardly extending, rearwardly swung portion into an adequate motion, so that the wedge falls into position within the registering hole portions of the holes in the bifurcated diagonal strut and the hole in the rim.
If tensile forces are expected to occur in the junction points of the scaffold, real wedges should be used; otherwise undesired displacements between adjacent parts to be kept together may take place.
The invention is further explained in connection with the drawings, wherein:
  • Figure 1 shows a perspective partial view illustrating adjacent components, respectively portions thereof, which may be incorporated in a scaffold junction point;
  • Figure 2 shows the diagonal strut fastener coupled to the end portion of the diagonal strut, seen separately in side elevational view;
  • Figure 3 shows the same as figure 2, seen from above;
  • Figure 4 shows the same as figure 2, but here the wedge is not only passed through the wedge accommodating hole in the upper branch of the bifurcated diagonal strut fastener, but also secured against being pulled out through said hole; additionally, the wedge's upper angled portion is tilted rearwardly so that the wedge takes a position of readiness, from where it may be put into motion forwardly, in order to get it to fall down into the hole of the rim as well as into the corresponding hole portion of the bottom branch of the bifurcated fastener.
  • According to figure 1, the upper end of a diagonal strut 1 is connected to a bifurcated diagonal strut fastener 2 by means of a lateral bolt 13.
    The diagonal strut fastener's 2 upper branch is indicated at 2' and the lower one at 2". The branches 2', 2" of the bifurcated fastener 2 are each formed with a wedge accommodating, vertically through-going hole 3' and 3", respectively, which in size and shape is adapted to accommodate a wedge, generally denoted by means of the reference numeral 4, said wedge 4, in the position of use, figure 1, takes a substantially vertical position.
    The wedge 4 is curved repectively angled in the longitudinal direction and, in the position of use, has an upper portion 4' and a lower portion 4", said portions 4', 4" forming an obtuse angle with each other.
    Figure 4 shows how the wedge's curvature/angular course can be utilized. Thereby, the wedge is tilted rearwardly (in relation to the junction point of the scaffold, figure 1), taking a position of readiness, from where it with relative ease should be tilted forwardly in order to fall down into vertically registering hole portions of holes 3', 3" in branches 2', 2" of the bifurcated fastener 2 and an intermediate hole 5 in a rim 6 on a scaffold spire 7, figure 1.
    Likewise, it appears from figure 1 and 4 that the wedge portion being the uppermost in the position of use has a hook 4"' preventing the wedge 4 from getting stuck in the upper hole 3'.
    Likewise, from figure 4 it appears that the lower end of the wedge 4 is provided with a lateral tube rivet 8 which is placed in a hole in the wedge subsequent to the passage of the lower portion 4" of the wedge 4" through the hole 3' of the upper branch 2', so that the wedge 4 thereafter can not be pulled out of its engagement with the diagonal strut fastener 2, whereafter wedge 4 and diagonal strut 1,2 constitute an assembly facilitating the subsequent mounting operations.
    When the wedge 4, as known per se, has been passed through the holes of the branches 2', 2" and one hole 5 of the rim 6, said three holes registering in the vertical direction, or rather those portions of said holes 3', 3" and 5 corresponding vertically and the opening area thereof complementarily corresponding to the wedge's 4 cross-section at the cross-section positioning level in question, a locking cotter 9 is inserted into the tube rivet 8. The tube rivet 8 has a larger axial length than the width of the upper hole in the bifurcated diagonal strut fastener, and the lower end of the wedge 4 can, consequently, not get lost by being pulled upwardly.
    The lower hole, i.e. the hole in the lower branch of the bifurcated diagonal strut fastener 2, will, of course, have so large dimensions in the lateral direction of the wedge 4 that the wedge's lower end and its tube rivet 8 may pass therethrough.
    In order to secure that pressure force transfer in the scaffold junction points takes place without loading the wedge or a similar insertion means, such as a bolt, so that a slender wedge can be used, light in weight and, thus, simple to handle during its movements between the position of readiness according to figure 4 and the locking position according to figure 1, the diagonal strut fastener 2 is formed with land areas 10, 10', 11, 11' adapted to rest pressure force transferringly partly against a face 7' on the spire 7 and partly against a face 6' on the rim 6.
    In the embodiment, first land areas 10, 10' on the diagonal strut fastener 2 are formed on the outer end edge of the two branches 2', 2" in the form of projecting mouldings engaging into vertical grooves or flutes formed in the opposing rim portion and the bottom portion thereof forming a land area.
    Second land area 11 forms an angle different from a right angle with a vertical plane through the wedge accommodating holes 3', 3" of the branches 2', 2".
    The design, shaping and mutually positioning of the pressure force transferring land areas/stop faces cooperating in pairs are, in other respects, such that these are pressed toward each other with a force substantially proportional with the pressure forces to be transferred.
    From the top plan view of figure 3 it will appear that the bifurcated connection portion 2', 2" of the diagonal strut fastener 2 is angled in relation to an imaginary plane through the diagonal strut 1.

    Claims (10)

    1. A device for a scaffold comprising vertical struts or spires (7) and horizontal struts each supported by a diagonal strut (1), said device comprising a rim (6) to be connected on a vertical strut (7) at a junction point of the scaffold, a fastener (2) to be connected to the rim (6) and to the end of said diagonal strut (1) and locking means (4) for securing the interconnection between fastener (2) and rim (6), passing through holes (3', 3", 5) in the fastener (2) and in the rim (6) for accommodating said locking means (4), characterised in that said fastener (2) is formed with at least one first land area (10; 10') adapted to rest against an opposing, adjacent face portion (7') of a scaffold strut or spire (7) and at least one second land area (11, 11') adapted to rest against an opposing, adjacent face portion (6') on the rim (6).
    2. A device as claimed in Claim 1, characterised in that said at least one first and said at least one second land areas (10, 10', 11, 11') on said fastener (2) each has a vertical course in the position of use.
    3. A device as claimed in Claim 1 or 2, characterised in that said at least one first land area (10, 10') on said fastener (2) is formed by a tongue-like portion engaging into a groove-like portion (7') formed in the vertical strut (7), the tongue (10, 10') resting against the bottom of the groove (7').
    4. A device as claimed in Claim 1 or 2, characterised in that said at least one first land area on the fastener (2) is formed by a groove-like portion into which engages a tongue-like portion formed on the vertical strut (7), the tongue resting against the bottom of the groove.
    5. A device as claimed in any preceding claim, characterised in that said at least one second land area (11) forms an angle differing from a right angle with a central plane through the holes (3', 3") for accommodating said locking means (4) of the branches (2', 2").
    6. A device as claimed in any preceding claim, characterised in that said locking means (4) is curved respectively angled in the longitudinal direction.
    7. A device as claimed in any preceding claim, wherein said locking means (4) comprises a wedge.
    8. A device as claimed in Claim 7, wherein said locking means (4) comprises a hook at the upper end thereof for preventing said wedge from sticking in said holes (3', 3", 5) in the fastener (2) and in the rim (6).
    9. A device as claimed in Claim 7 or 8, characterised in that the wedge (4) is a gibhead key.
    10. A device as claimed in any preceding claim, characterised in that the fastener (2) is angled respectively curved in the longitudinal direction and, at one end thereof, is formed with a bifurcated portion (2', 2") having holes (3', 3") for accommodating said locking means (4) while, at the opposite end thereof, it has a bifurcated connection portion for the end of a diagonal strut (1), said bifurcated connection portion being angularly displaced in relation to the first mentioned bifurcated portion (2', 2").
    EP95930063A 1994-08-22 1995-08-21 A device for a scaffold Expired - Lifetime EP0777804B1 (en)

    Applications Claiming Priority (3)

    Application Number Priority Date Filing Date Title
    NO943095A NO179877C (en) 1994-08-22 1994-08-22 Device for diagonal rod attachment for scaffolding purposes
    NO943095 1994-08-22
    PCT/NO1995/000139 WO1996006251A1 (en) 1994-08-22 1995-08-21 A device for a scaffold

    Publications (2)

    Publication Number Publication Date
    EP0777804A1 EP0777804A1 (en) 1997-06-11
    EP0777804B1 true EP0777804B1 (en) 1999-11-17

    Family

    ID=19897327

    Family Applications (1)

    Application Number Title Priority Date Filing Date
    EP95930063A Expired - Lifetime EP0777804B1 (en) 1994-08-22 1995-08-21 A device for a scaffold

    Country Status (7)

    Country Link
    EP (1) EP0777804B1 (en)
    AU (1) AU686448B2 (en)
    CA (1) CA2198249A1 (en)
    DE (1) DE69513405T2 (en)
    DK (1) DK0777804T3 (en)
    NO (1) NO179877C (en)
    WO (1) WO1996006251A1 (en)

    Cited By (2)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    US20140030009A1 (en) * 2011-06-01 2014-01-30 Wilhelm Layher Verwaltungs-Gmbh Arrangement of a scaffolding component and of a vertical scaffolding element
    US9109370B2 (en) 2011-04-05 2015-08-18 Wilhelm Layher Verwaltungs-Gmbh Scaffolding post

    Families Citing this family (6)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    FR2878273B1 (en) * 2004-11-24 2007-02-23 Comabi Snc DEVICE FOR ASSEMBLING ELEMENTS OF A TUBULAR SCAFFOLDING
    NO333028B1 (en) * 2010-11-08 2013-02-18 Alustar As Method of loading a support crane to a scaffold column.
    CN108131009A (en) * 2018-02-12 2018-06-08 陶冶 A kind of vertical brace taps fastener
    KR101905363B1 (en) * 2018-04-30 2018-10-05 김봉민 Apparatus for using rectangle scaffold
    NO345174B1 (en) * 2018-07-27 2020-10-26 Gunnar Strand Node connection for attaching horizontal and diagonal struts to a vertical strut in a scaffolding system.
    KR102054706B1 (en) * 2018-09-14 2019-12-11 주식회사 네오 Hybrid scaffolding stricture, and integrated connector for the same

    Family Cites Families (3)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    DE8112653U1 (en) * 1981-04-29 1981-11-05 Layher, Eberhard, 7129 Güglingen "FRAME ELEMENT"
    US4493578A (en) * 1982-09-30 1985-01-15 Harsco Corporation Scaffolding connector and system
    US5207527A (en) * 1992-04-13 1993-05-04 Warren Duncan System scaffold wedging arrangement

    Cited By (4)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    US9109370B2 (en) 2011-04-05 2015-08-18 Wilhelm Layher Verwaltungs-Gmbh Scaffolding post
    US20140030009A1 (en) * 2011-06-01 2014-01-30 Wilhelm Layher Verwaltungs-Gmbh Arrangement of a scaffolding component and of a vertical scaffolding element
    US8978823B2 (en) * 2011-06-01 2015-03-17 Wilhelm Layher Verwaltungs-Gmbh Arrangement of a scaffolding component and of a vertical scaffolding element
    US9080335B2 (en) 2011-06-01 2015-07-14 Wilhelm Layher Verwaltungs-Gmbh Scaffolding component with at least one connection head and method for fastening a scaffolding component having at least one connection head to a vertical scaffolding element

    Also Published As

    Publication number Publication date
    DK0777804T3 (en) 2000-05-15
    NO943095D0 (en) 1994-08-22
    AU686448B2 (en) 1998-02-05
    CA2198249A1 (en) 1996-02-29
    NO943095L (en) 1996-02-23
    NO179877B (en) 1996-09-23
    EP0777804A1 (en) 1997-06-11
    NO179877C (en) 1997-01-08
    AU3356795A (en) 1996-03-14
    WO1996006251A1 (en) 1996-02-29
    DE69513405D1 (en) 1999-12-23
    DE69513405T2 (en) 2000-06-15

    Similar Documents

    Publication Publication Date Title
    US3420557A (en) Builder's scaffolding
    EP0777804B1 (en) A device for a scaffold
    SE507623C2 (en) Lifting hook with safety latch and possibility of automatic load release
    EP0212051B1 (en) Scaffold joint for a scaffold structure
    EP1315872B1 (en) Coupling device for scaffoldings
    US20040135389A1 (en) Lifting device for manhole tops and manhole covers
    US5590862A (en) Device for adjusting the length of a support
    US20120118667A1 (en) Quick Connect Roof Clip and Roof Jack
    EP0305014A2 (en) Scaffold comprising uprights, cross members and platforms connected to the cross members
    EP0473394B1 (en) Scaffolding structures
    CA2181146A1 (en) A beam anchoring device
    CA2040341C (en) Connecting piece for scaffolding
    US4405282A (en) Load bearing arrangement for a movable bucket fork lift attachment
    EP0001342B1 (en) Improvements in girder fittings
    EP0128924B1 (en) Device for interconnecting vertical and horizontal scaffold elements
    EP0427448B1 (en) Scaffolding
    EP1686221A2 (en) Connecting device for parts of a scaffold
    SK226992A3 (en) Blocking device for connection of scaffold
    JPS6126432Y2 (en)
    CN216893423U (en) Safety device for preventing wind and pulling and fixing and climbing frame
    JP3643893B2 (en) Shelf equipment
    CA2153574C (en) Wedge-operated scaffold joint
    GB2245044A (en) Scaffolding joint
    JP2573998Y2 (en) Temporary scaffold
    GB2316056A (en) Dislodging Posts from the Ground

    Legal Events

    Date Code Title Description
    PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

    Free format text: ORIGINAL CODE: 0009012

    17P Request for examination filed

    Effective date: 19970318

    AK Designated contracting states

    Kind code of ref document: A1

    Designated state(s): DE DK FR GB IE NL SE

    17Q First examination report despatched

    Effective date: 19980819

    GRAG Despatch of communication of intention to grant

    Free format text: ORIGINAL CODE: EPIDOS AGRA

    GRAG Despatch of communication of intention to grant

    Free format text: ORIGINAL CODE: EPIDOS AGRA

    GRAH Despatch of communication of intention to grant a patent

    Free format text: ORIGINAL CODE: EPIDOS IGRA

    GRAH Despatch of communication of intention to grant a patent

    Free format text: ORIGINAL CODE: EPIDOS IGRA

    GRAA (expected) grant

    Free format text: ORIGINAL CODE: 0009210

    AK Designated contracting states

    Kind code of ref document: B1

    Designated state(s): DE DK FR GB IE NL SE

    REF Corresponds to:

    Ref document number: 69513405

    Country of ref document: DE

    Date of ref document: 19991223

    REG Reference to a national code

    Ref country code: IE

    Ref legal event code: FG4D

    ET Fr: translation filed
    REG Reference to a national code

    Ref country code: DK

    Ref legal event code: T3

    PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

    Ref country code: FR

    Payment date: 20000726

    Year of fee payment: 6

    PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

    Ref country code: DK

    Payment date: 20000829

    Year of fee payment: 6

    PLBE No opposition filed within time limit

    Free format text: ORIGINAL CODE: 0009261

    STAA Information on the status of an ep patent application or granted ep patent

    Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

    26N No opposition filed
    PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

    Ref country code: DK

    Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

    Effective date: 20010821

    REG Reference to a national code

    Ref country code: GB

    Ref legal event code: IF02

    REG Reference to a national code

    Ref country code: DK

    Ref legal event code: EBP

    PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

    Ref country code: FR

    Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

    Effective date: 20020430

    REG Reference to a national code

    Ref country code: FR

    Ref legal event code: ST

    PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

    Ref country code: IE

    Payment date: 20140616

    Year of fee payment: 20

    PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

    Ref country code: NL

    Payment date: 20140829

    Year of fee payment: 20

    PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

    Ref country code: GB

    Payment date: 20140711

    Year of fee payment: 20

    Ref country code: SE

    Payment date: 20140721

    Year of fee payment: 20

    PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

    Ref country code: DE

    Payment date: 20141029

    Year of fee payment: 20

    REG Reference to a national code

    Ref country code: DE

    Ref legal event code: R071

    Ref document number: 69513405

    Country of ref document: DE

    REG Reference to a national code

    Ref country code: NL

    Ref legal event code: V4

    Effective date: 20150821

    REG Reference to a national code

    Ref country code: GB

    Ref legal event code: PE20

    Expiry date: 20150820

    REG Reference to a national code

    Ref country code: IE

    Ref legal event code: MK9A

    REG Reference to a national code

    Ref country code: SE

    Ref legal event code: EUG

    PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

    Ref country code: GB

    Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION

    Effective date: 20150820

    Ref country code: IE

    Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION

    Effective date: 20150821