EP3384105B1 - Tragvorrichtung aus metall zum aufhängen eines hängegerüsts oder einer anderen hängekonstruktion - Google Patents

Tragvorrichtung aus metall zum aufhängen eines hängegerüsts oder einer anderen hängekonstruktion Download PDF

Info

Publication number
EP3384105B1
EP3384105B1 EP17708414.2A EP17708414A EP3384105B1 EP 3384105 B1 EP3384105 B1 EP 3384105B1 EP 17708414 A EP17708414 A EP 17708414A EP 3384105 B1 EP3384105 B1 EP 3384105B1
Authority
EP
European Patent Office
Prior art keywords
threaded rod
connecting tube
longitudinal axis
support device
supporting
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.)
Active
Application number
EP17708414.2A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP3384105A1 (de
Inventor
Helmut Kreller
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.)
Wilhelm Layher Verwaltungs GmbH
Original Assignee
Wilhelm Layher Verwaltungs GmbH
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 Wilhelm Layher Verwaltungs GmbH filed Critical Wilhelm Layher Verwaltungs GmbH
Priority to PL17708414T priority Critical patent/PL3384105T3/pl
Publication of EP3384105A1 publication Critical patent/EP3384105A1/de
Application granted granted Critical
Publication of EP3384105B1 publication Critical patent/EP3384105B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • 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
    • E04G3/22—Scaffolds essentially supported by building constructions, e.g. adjustable in height supported by roofs or ceilings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
    • E04B9/18—Means for suspending the supporting construction
    • E04B9/20—Means for suspending the supporting construction adjustable

Definitions

  • the invention relates to a supporting device made of metal for, preferably detachable, in particular temporary, hanging a suspension framework or other suspension structure, with a metal connecting body for releasably securing a suspension framework or other suspension structure to the supporting device and with a threaded rod made of metal, along its straight threaded rod longitudinal axis extends and the one, in the mounted state of the support upper, first threaded rod end, extending in an opposite direction away, in the assembled state of the support lower, second threaded rod end, a distance of the first threaded rod end of the second threaded rod end corresponding threaded struts and has a substantially over the entire threaded rod extending outer thread, wherein it is at the first threaded rod end to a free insertion and / or screw-in end for attaching the threaded rod bs on a wall or support element, for example of a building or a roof construction, and wherein the connection body extends along its connecting body longitudinal axis rectiline
  • Hanging scaffolds are scaffolding with length- or area-oriented scaffolding layers, the surfaces of which are located directly or with intermediate support on suspended bars. Hanging surface scaffoldings are realized economically with so-called lattice girders. For safety reasons, the suspended scaffolds may only be suspended from load-bearing components with the aid of non-combustible suspension elements.
  • various suspension means constructions have become known from practice. Examples include so-called overhead scissors, beam tongs with chains and adjustable in height hooks, carrier tongs with adapter stems, suspension framework clutches or clamp couplings or simple scaffolding chains or steel cables. On construction sites or in renovation work suspensions are often realized in practice with threaded rods.
  • the threaded rods are connected by means of a dowel with the building.
  • a temporary construction is attached, for example, carries the work surface for renovation work.
  • Many scaffolders assemble and / or weld carrier-auxiliary structures on-site at the construction site. This means a significant security risk and is uneconomical.
  • a support device with the features mentioned has become known.
  • As a connection body is a support rod made of metal.
  • the support rod has at its one end of the rod an outwardly open opening with an internal thread.
  • the support bar is screwed with its internal thread on the external thread of the previously attached by means of the dowel to the building threaded rod to a desired height.
  • the support rod on a transverse bore in the form of a through hole.
  • the support bar can be a suspension scaffold a suspension framework by means of a transverse bore passing through the transverse bolt are releasably secured.
  • connection body is a connection pipe, in the connection body longitudinal axis about a connection pipe longitudinal axis, in the first Terminal body end around a first connection pipe end, wherein the second terminal body end is a second connection pipe end and the connector body length is a connection pipe length, and that a connection head made of metal is fixed to the connection pipe in the region of its first connection pipe end, which has a supporting and fastening body for hanging attachment of Includes connecting tube to the threaded rod, and that on the external thread of the threaded rod a height adjustment nut is detachably screwed with its internal thread.
  • the document JP 2007 146584 A discloses the features of the introductory part of claim 1.
  • a support for supporting a scaffolding on a ceiling and a structure for supporting the scaffolding on the ceiling has become known using the same. It is an object of the invention to provide a support device of the type mentioned above, which can also be adjusted in height with an attached suspension framework or in another suspended suspension structure, that is subsequently, or their height even in an appended Suspension framework or in another suspended suspension structure, so subsequently, can be adjusted.
  • connection pipe viewed from the first connection pipe end in the direction of its second connection pipe end, has an insertion length which is greater than half the connection pipe length or which is greater than two thirds of the connection pipe length or that of the entire connection pipe length corresponds, has a smallest connection tube inner diameter which is larger than the largest outer diameter of the threaded rod.
  • connection head in a region between the first end of the connection pipe and the support and fastening body has at least one opening into the connection head space, preferably designed as an opening, mounting opening, which is arranged and designed such that through the mounting hole through to the height adjustment nut a rotary actuator part of a , Preferably designed as a wrench, hand tool for manually turning the height adjustment nut in the first and second rotational directions by a certain circumferential angle to the threaded rod longitudinal axis can be inserted and / or that the height adjustment nut, if it is unscrewed from the threaded rod, manually from the carrying device is removable.
  • the mounting opening viewed in a direction perpendicular to the connection pipe longitudinal axis, is bounded by lateral, in the mounted state of the support device vertical, opening edges, viewed in the direction perpendicular to the connection pipe longitudinal axis , span a maximum opening width which is at least 1.1 times or 1.5 times greater than a maximum outer diameter of the connecting pipe and / or the two cross-sectional planes formed in an imaginary cross-sectional plane perpendicular to the connecting pipe longitudinal axis Forming points that include a circumferential angle of at least equal to or greater than 80 degrees or 100 degrees or 120 degrees with an imaginary sectional apex of the connecting cross-sectional longitudinal axis intersecting the imaginary cross-sectional plane.
  • the height adjustment nut can be rotated by means of the hand tool to a relatively large angle of rotation in a rotational direction about the threaded rod longitudinal axis relative to the threaded rod without the hand tool must be implemented.
  • the mounting hole is completely bounded by wall parts, one of which, preferably one, in the mounted state of the support horizontal, opening edge of the mounting opening limiting wall portion of a connecting body with the support and mounting body and rigid with the connecting pipe, preferably by welding, wherein the wall part of the connecting body, viewed from the first connection pipe end in the direction of the first threaded rod end, is arranged in a vertical distance to the first connection pipe end in the mounted state of the support device.
  • the wall part of the connecting body viewed in the direction of the connecting pipe longitudinal axis, has a wall part height
  • the height adjustment nut viewed in the direction of the threaded rod longitudinal axis, has a nut length, wherein the wall part height and the nut length are designed coordinated so that the height adjustment nut when it bears directly or indirectly on the supporting and fastening body, the mounting opening, viewed in the direction of the connecting pipe longitudinal axis, at least partially crosses.
  • the height adjustment nut can be easily adjusted or rotated by means of a preferably designed as a wrench, hand tool, or the particularly easily and easily performed through the mounting hole through to the plant on the active surfaces of the height adjustment nut can be.
  • the connecting head comprises a first connecting plate and a second connecting plate, which are parallel to each other and parallel to the connecting pipe longitudinal axis at a distance from each other to the connecting pipe rigidly, preferably by welding, are attached and the Laterally limit the connection head working space and of which at least one connecting plate has the mounting opening or each of which connecting plate a the mounting hole has corresponding mounting hole.
  • first connection plate and the second connection plate are each provided with a, in the mounted state of the support device vertical, longitudinal slot having parallel slot edges, each extending parallel to the connecting pipe longitudinal axis and the in each case are externally welded to the connecting pipe, in particular wherein in each case an outer wall part of the connecting pipe is arranged in the respective longitudinal slot.
  • the first connecting plate and the second connecting plate each have a beak-shaped or pincer-like shape.
  • the support and fastening body is a supporting and fastening plate which is rigidly connected to the first connecting plate and to the second connecting plate, preferably by welding, such that each connecting plate is perpendicular extends to the support and mounting plate in the direction of the second connection pipe end of the support and mounting plate away.
  • connection pipe a rosette or perforated disc for releasably connecting connecting and / or supporting components and / or scaffolding components of a suspension framework, in particular a suspended modular scaffold, or other suspension structure at a first distance to the first connection pipe end and at a second distance to the second connection pipe end rigidly, preferably by welding, is attached.
  • connection pipe may have at its second connection pipe end a pipe connector, either as a Einsteckrohrteil for insertion into a pipe end of a metal pipe of a suspension framework or other suspension structure or as a Aufsteckrohrteil for attachment to a pipe end of a metal pipe of a suspension framework or other Suspension construction is formed.
  • a pipe connector either as a Einsteckrohrteil for insertion into a pipe end of a metal pipe of a suspension framework or other suspension structure or as a Aufsteckrohrteil for attachment to a pipe end of a metal pipe of a suspension framework or other Suspension construction is formed.
  • the connecting pipe in the region of its second connecting pipe end and / or that the Einsteckrohrteil or Aufsteckrohrteil at least one fastening means or a plurality of fastening means, preferably in the form of transversely, in particular perpendicularly, to the connecting pipe longitudinal axis extending, preferably formed as through holes, openings for releasably securing a metal tube of a suspension framework or other suspension structure by means of a, preferably designed as a fastening bolt, cross-connection means or by means of several, preferably designed as fastening bolts, cross-connection means.
  • This allows a particularly simple, trouble-free and at the same time particularly secure, releasable attachment of a suspension framework or other suspension structure to the support device.
  • the supporting device 10 shown in the figures comprises, as essential components, a connecting pipe 11 equipped with a connecting head 12, a threaded rod 13 and a height adjustment nut 14.
  • These structural elements consist of metal, preferably of steel, in particular of galvanized steel.
  • connection pipe 11 has a first connection pipe end 16.1 in the mounted state and a second connection pipe end 16.2 extending therefrom in an opposite direction away in the mounted state.
  • the connecting pipe 11 extends in a straight line along its connecting pipe longitudinal axis 17. It has a connecting pipe length 18 corresponding to the distance of the first connecting pipe end 16.1 from the second connecting pipe end 16.2.
  • the connection pipe 11 is designed with a first connection pipe part 19 reaching up to the first connection pipe end 16.1 and with a second connection pipe part 20 reaching up to the second connection pipe end 16.2, which is a pipe connector.
  • the pipe connector 20 is rigidly connected to the first connection pipe part 19 of the connection pipe 11, preferably made in one piece.
  • connection pipe part 19 In a transition region 21 between the first connection pipe part 19 and the second connection pipe part or pipe connector 20, an annular surface 22 extending transversely, preferably perpendicular, to the connection pipe longitudinal axis 17 is formed.
  • the first connection pipe part 19 has a maximum first over substantially its entire first pipe length 23 Outside diameter 24 on.
  • the second connection pipe part or the pipe connector 20 has a maximum second outer diameter 26 substantially over its entire second pipe pitch 25, which is smaller than the maximum first outer diameter 24 of the first connection pipe part 19.
  • the connecting pipe 11 is hollow over its entire connecting pipe length 18 or formed with a continuous cavity 27.
  • the connection pipe 11 or its first connection pipe part 19 has at its first connection pipe end 16.1, viewed in the direction of the connection pipe longitudinal axis 17, in a first direction 58.1 outwardly open, first or upper opening 28.1.
  • the first opening 28.1 biases a minimum first inner tube diameter 29.1.
  • the minimum first tube inner diameter 29.1 is greater than a maximum outer diameter 34 of the threaded rod 13.
  • the connecting tube 11 has at its second connection pipe end 16.2 or at its pipe connector 20, viewed in the direction of the connecting pipe longitudinal axis 17, in a second direction 58.2, opposite to the first direction 58.1 outwardly open, second or lower opening 28.2.
  • the first opening 58. 1 and the second opening 58. 2 communicate with one another via the cavity 27 passing through the interior of the connection pipe.
  • the second opening 58.2 biases a minimum second inner tube diameter 29.2, which is smaller than the minimum first inner tube diameter 29.1 of the first
  • the second second connecting pipe part or the pipe connector 20 has the maximum second outer diameter 26 in the region of a pipe connector length 25 extending from the second connecting pipe end 16.2 approximately to the transition region 21 on, which is smaller than the minimum first pipe inner diameter 29.1 of the first opening 58.1 of the connecting pipe 11.
  • the second connection pipe part or the pipe connector 20 is provided with a plurality of through holes for releasably securing a stem of a suspension framework 35 by means of transverse bolts 36.
  • Two first transverse bores aligned with one another in the direction of a first transverse axis 37. 1 are arranged at a first distance from the second connecting pipe end 16. 2.
  • the first transverse axis 37.1 assigned to the two first transverse bores and the second transverse axis 37.2 assigned to the two second transverse bores are arranged perpendicular to one another and in each case perpendicular to the connecting pipe longitudinal axis 17.
  • At the first connection pipe part 19 of the connection pipe 11 is a conventional, preferably four or eight through-holes having perforated disc 38 for attachment of connecting and / or supporting elements welded.
  • the perforated disk 38 has a first perforated disk distance 33. 1 to the first connection pipe end 16. 1 and has a second perforated disk distance 33. 2 to the annular surface 22 formed at the transition 21 to the pipe connector 20.
  • the second distance 33.2 is about 10 cm.
  • connection head 12 is welded firmly.
  • the connecting head 12 consists of two parallel connecting plates 40.1, 40.2 and of a support and fixing plate 41 connecting them.
  • the connecting plates 40.1, 40.2 extend perpendicular to the support and mounting plate 41 from this in the direction of the second connection pipe end 16.2 out in a same Direction away at a distance 42 to each other.
  • the connecting plates 40.1, 40.2 are on the support and mounting plate 41 welded.
  • the connecting plates 40.1, 40.2 each have a beak-shaped or pincer-like shape 43.
  • the first connection plate 40.1 and the second connection plate 40.2 are designed the same.
  • Each connecting plate 40.1, 40.2 is provided with a, in the mounted state of the support device 10 vertical longitudinal slot 44.
  • the longitudinal slot 44 is bounded in each case by parallel slot edges 45.1, 45.2.
  • the slot edges 45.1, 45.2 extend parallel to the connection pipe longitudinal axis 17.
  • Each connection plate 40.1, 40.2 is in the region of each slot edge 45.1, 45.2 of their respective longitudinal slot 44 with a, preferably over the entire slot edge length continuous, weld on the outside of the first connection pipe part 19 of Connecting pipe 11 welded.
  • the two connecting plates 40.1, 40.2 are arranged parallel to the connecting pipe longitudinal axis 17 on both sides thereof and at equal distances from the connecting pipe longitudinal axis 17.
  • Each connecting plate 40.1, 40.2 is symmetrical to an imaginary, parallel to the slot edges 45.1, 45.2 of its longitudinal slot 44 and centrally between the slot edges 45.1, 45.2 arranged center plane 46 designed.
  • the distance 42 between the two parallel connection plates 40.1, 40.2 is smaller than the maximum, first outer diameter 24 of the first connection pipe part 19 of the connection pipe 11 in the region of the first connection pipe end 16.1.
  • said distance 42 is about 40 mm.
  • the said maximum, first outer diameter 24 is about 48.3 mm, which corresponds to a conventional outer diameter of scaffolding posts of the Applicant.
  • the longitudinal slot 44 of each connecting plate 40.1, 40.2 has a slot width 47 which is significantly smaller than the said maximum, first outer diameter 24.
  • the slot width 47 is about 27 mm.
  • the support and mounting plate 41 and the two connecting plates 40.1, 40.2 and the first connection pipe end 16.1 of the connection pipe 11 include a connection head 48.
  • the supporting and fastening plate 41 is used for hanging attachment of the connecting pipe 11 to the threaded rod 13.
  • the support and mounting plate 41 viewed in the direction of the connecting pipe longitudinal axis 17 of the second connection pipe end 16.2 away, at a distance 49 to arranged the first connection pipe end 16.1 and engages over the first connection pipe end 16.1 completely.
  • the support and mounting plate 41 has, preferably in its surface center 51, a, preferably designed as a through hole, aperture 50.
  • the opening 50 is arranged such that it contains, preferably in its center 51, the connecting pipe longitudinal axis 17 or is penetrated by the connecting pipe longitudinal axis 17.
  • the threaded rod 13 extends with play through, at least up to the connection head-space 48 or beyond this into the interior 27 of the connection pipe or in the encompassed by the pipe walls of the connection pipe 11 cavity 27, so that a threaded with the external thread 33 Gewindestabteil 53 of the threaded rod 13 in the connection head-space 48 projects into or crosses this.
  • Threaded rod portion 53 of the threaded rod 13 which is arranged in the connection head space 48 height adjustment nut 14 is screwed releasably with its internal thread by means of which the connection pipe 11 by means of the support and mounting plate 41 on the Threaded rod 13 is detachably attached.
  • connection pipe 11 hangs by means of the support and mounting plate 41 of the connection head 12 and by means of the height adjustment nut 14 directly or indirectly applied to the support and mounting plate 41 on the threaded rod 13, for example as shown, is releasably secured to the ceiling 54 of a building.
  • an expansion dowel not shown in the figures, is anchored in a vertical bore, also not shown, of the building ceiling 54, in which a first free threaded end of the threaded rod 13 is anchored by means of the expansion dowel.
  • For fixing serves a, preferably designed as a ball nut 55, mother, which is supported on a substrate, such as a Unterleg plate 56 or washer washer on the surface of the building ceiling 54.
  • the threaded rod 13 extends along its threaded rod longitudinal axis 31 in a straight line.
  • the threaded rod 13 has a mounted state of the support device 10 upper, first threaded rod end 30.1, one of which in an opposite direction away, in the assembled state of the support device 10 lower, second threaded rod end 30.2, a distance of the first threaded rod end 30.1 of the second threaded rod end 30.2 corresponding threaded slots and a substantially on the Entire threaded lengths extending external thread 33.
  • the first threaded rod end 30.1 is a free plug-in and / or screw-in end for attaching the threaded rod 13 to a wall or support element, for example a building or a roof structure, in the illustrated embodiment on the building ceiling 54.
  • a lock nut 15 is provided for securing, which is also screwed onto the external thread 33 of the threaded rod 13 and which can be brought to the first threaded rod end 30.1 of the threaded rod 13 facing side of the support and mounting plate 41 for this purpose for backup purposes ,
  • the height adjustment nut 14 is rotatable relative to the connecting tube 11 and relative to the threaded rod 13 about the threaded rod longitudinal axis 31 in a first rotational direction and in an opposite, second rotational direction.
  • the height adjustment nut 14 is in the assembled state of the support device 10 directly or indirectly at the second end of the connecting pipe 16.2 radienden side of the support and mounting plate 41 at this, relative to the support and mounting plate 41 to the threaded rod longitudinal axis 31 in the first Direction of rotation and in the second direction of rotation rotatably, so that the connecting pipe 11 in the assembled state of the support device 10 by turning the height adjustment nut 14 in either the first direction or in the second rotational direction about the threaded rod longitudinal axis 31 in its height is adjustable (see Double arrow 57).
  • each connecting plate 40.1 40.2 has a mounting opening 60 opening into the connecting head working space 48 in the form of a through opening or opening provided in the respective connecting plate 40.1, 40.2.
  • Each mounting opening 60 has a substantially rectangular shape 61.
  • Each mounting aperture 60 viewed in a direction perpendicular to the connecting pipe longitudinal axis 17, has an opening width 62 and, viewed in a direction parallel to the connecting pipe longitudinal axis 17, an opening height 63.
  • the opening width 62 is about 95 mm.
  • the opening height 63 is about 43 mm.
  • Each mounting opening 60 is completely bounded by wall parts. These are essentially wall parts of the respective connecting plate 40.1, 40.2.
  • the respective mounting opening 60 bounding wall part is formed with a pipe wall part of the connecting pipe 11 at the first connection pipe end 16.1.
  • the respective mounting opening 60 is bounded inter alia by a wall part 65 of a connecting body 64 of the respective connecting plate 40.1, 40.2.
  • This wall part 65 is limited to a horizontal opening edge 66 of the mounting opening 60 in the mounted state of the support device 10.
  • Said wall part 65 or its opening edge viewed from the first connection pipe end 16.1 in the direction of the first threaded rod end 30.1, is arranged in a vertical distance 67 in the mounted state of the support device 67 to the first connection pipe end 16.1.
  • This distance 67 is for example 43 mm.
  • Said wall part 65 has, viewed in the direction of the connecting pipe longitudinal axis 17, a, for example, amounts to 37 mm, wall part height 68 on.
  • the height adjustment nut 14 has, viewed in the direction of the threaded rod longitudinal axis 17, a, for example, 50 mm amount, nut length 69 on.
  • the wall part height 68 and the nut length 69 are designed coordinated with each other so that the height adjustment nut 14, when it rests directly or indirectly on the pointing to the second end of the second pipe end side of the support and fixing body 41 on this , the mounting opening 60, viewed in the direction of the connecting pipe longitudinal axis 17, at least partially crosses.
  • the height adjustment nut 14 with a hand tool not shown in the figures, in particular with a wrench, through the mounting hole 60 through and easily accessible that the height adjustment nut 14 by means of a through the mounting hole 60 in the connecting head -Nutzraum 48 inserted and plugged onto the height adjustment nut 14 rotary operating part of the hand tool can be rotated manually in the first direction of rotation or in the second direction of rotation about the threaded rod longitudinal axis 31 relative to the threaded rod 13 to a subsequent height adjustment or height adjustment of the connecting pipe 11 and thus of the suspended scaffold 35 attached to it.
  • the mounting opening 60 viewed in a direction perpendicular to the connecting pipe longitudinal axis 17, limited by lateral, in the assembled state of the support device 10 vertical opening edges 70.1, 70.2.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
  • Supports For Pipes And Cables (AREA)
EP17708414.2A 2016-02-24 2017-01-31 Tragvorrichtung aus metall zum aufhängen eines hängegerüsts oder einer anderen hängekonstruktion Active EP3384105B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL17708414T PL3384105T3 (pl) 2016-02-24 2017-01-31 Urządzenie nośne z metalu do zawieszenia rusztowania podwieszanego lub innej konstrukcji podwieszanej

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102016103224.7A DE102016103224A1 (de) 2016-02-24 2016-02-24 Tragvorrichtung aus Metall zum Aufhängen eines Hängegerüsts oder einer anderen Hängekonstruktion
PCT/DE2017/100063 WO2017144046A1 (de) 2016-02-24 2017-01-31 Tragvorrichtung aus metall zum aufhängen eines hängegerüsts oder einer anderen hängekonstruktion

Publications (2)

Publication Number Publication Date
EP3384105A1 EP3384105A1 (de) 2018-10-10
EP3384105B1 true EP3384105B1 (de) 2019-03-20

Family

ID=58212867

Family Applications (1)

Application Number Title Priority Date Filing Date
EP17708414.2A Active EP3384105B1 (de) 2016-02-24 2017-01-31 Tragvorrichtung aus metall zum aufhängen eines hängegerüsts oder einer anderen hängekonstruktion

Country Status (5)

Country Link
EP (1) EP3384105B1 (pl)
DE (2) DE102016103224A1 (pl)
ES (1) ES2730557T3 (pl)
PL (1) PL3384105T3 (pl)
WO (1) WO2017144046A1 (pl)

Families Citing this family (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102018103898A1 (de) 2018-02-21 2019-08-22 Wilhelm Layher Verwaltungs-Gmbh Stiel-Anschluss-Adapter
DE102018103897A1 (de) 2018-02-21 2019-08-22 Wilhelm Layher Verwaltungs-Gmbh Gerüst mit einer Aushebesicherungsvorrichtung und Verfahren zur Sicherung eines Gerüstbodens gegen Ausheben
CN108625621A (zh) * 2018-06-01 2018-10-09 广东奇正科技有限公司 一种带双u托的支撑梁承托组件
CN109025028A (zh) * 2018-07-13 2018-12-18 中国十七冶集团有限公司 一种洁净室上人吊顶及施工方法
CN112064871B (zh) * 2020-08-05 2021-08-31 业之峰诺华家居装饰集团股份有限公司 轻钢龙骨石膏板转角防开裂吊顶结构及其施工工艺
CN112627493A (zh) * 2020-12-21 2021-04-09 上海宝冶集团有限公司 脚手架底托快速调节装置及方法
CN114232815A (zh) * 2021-11-25 2022-03-25 滁州金诚金属制品有限公司 一种悬梁扣件
CN114250868A (zh) * 2021-11-25 2022-03-29 滁州金诚金属制品有限公司 一种铝梁底部立杆连接头
CN114232884A (zh) * 2021-11-25 2022-03-25 滁州金诚金属制品有限公司 一种铝梁顶部立杆连接头
CN114232921A (zh) * 2021-11-25 2022-03-25 滁州金诚金属制品有限公司 一种铝梁护栏柱
CN114232872B (zh) * 2021-11-25 2023-11-24 滁州金诚金属制品有限公司 一种铝梁尾部连接件

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0932887A (ja) * 1995-07-20 1997-02-04 Nippon Light Metal Co Ltd ターンバックル
JP4787607B2 (ja) * 2005-11-30 2011-10-05 株式会社桐井製作所 吊天井の吊金具
US20080250731A1 (en) * 2007-04-16 2008-10-16 Wheeler Jeffrey L Spring-loaded post extension for resilient support of ceiling grids during seismic events
JP5319426B2 (ja) * 2009-07-01 2013-10-16 戸田建設株式会社 天井裏足場支持用金具およびこれを用いた天井裏足場支持構造

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
PL3384105T3 (pl) 2019-08-30
DE102016103224A1 (de) 2017-08-24
ES2730557T3 (es) 2019-11-11
EP3384105A1 (de) 2018-10-10
DE112017002172A5 (de) 2019-01-17
WO2017144046A1 (de) 2017-08-31

Similar Documents

Publication Publication Date Title
EP3384105B1 (de) Tragvorrichtung aus metall zum aufhängen eines hängegerüsts oder einer anderen hängekonstruktion
EP3721028B1 (de) Gerüst mit einer aushebesicherungs-vorrichtung und verfahren zur sicherung eines gerüstbodens gegen ausheben
EP3721029B1 (de) Vorrichtung mit einem träger und zwei stiel-anschluss-adapter für gerüst
DE69923038T2 (de) Verbindungsvorrichtung für metallische Gitterelemente
EP3230537B1 (de) Fachwerkrahmen, modularer fachwerkträger und überbrückungs- und/oder tragkonstruktion
DE102008006911A1 (de) Zum Aufbau einer Rahmenstütze, eines Traggerüsts und/oder eines Traggerüstturms bestimmter Vertikalrahmen
EP4251824B1 (de) Anordnung von gerüstbauteilen
EP2390439A2 (de) Modulgerüst mit biegsteif anliegenden Rohrriegelanschlüssen
EP3589800B1 (de) Modulares haltesystem und verfahren zum erzeugen einer klemm-/ pressstellung eines modularen haltesystems
DE202018106709U1 (de) Gerüstknoten
EP0245704B1 (de) Höhenverstellbare Stahlstütze für Deckenschalungen und dergl.
DE102011115772A1 (de) Gerüstanker mit Gerüstabstützung für Wärmedämmverbundsysteme
EP3702550A1 (de) Schalungsrahmen, schalungselement, deckenschalung und verfahren
EP0369938A1 (de) Verfahren und Vorrichtung zur Demolierung von Mauerwerken
DE102020134286A1 (de) Verbindungshülse
EP3472405B1 (de) Konsole eines sicherheitsgerüstes
EP3402938B1 (de) Modularer fachwerkträger
DE3605045A1 (de) Vorrichtung mit einem haltearm zum halten einer an einem gebaeude herabhaengenden last
EP3068955B1 (de) Verbindungsanordnung und verfahren zum verbinden von betonfertigteile
EP3137699B1 (de) Verfahren zur herstellung einer pfosten-riegel-verbindung
EP2711482A2 (de) Befestigungsvorrichtung zur Gerüstverankerung
EP4010545B1 (de) Vorrichtung zum lösbaren befestigen wenigstens einer geländereinrichtung an einem gerüstelement
DE829053C (de) Vorrichtung zum Heben und zum Verbinden von grossen Bauplatten oder von Bauplatten mit Gebaeudeteilen
DE3814912C2 (pl)
CH686847A5 (de) Schwenkbare Konsole.

Legal Events

Date Code Title Description
STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: UNKNOWN

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

Free format text: STATUS: THE INTERNATIONAL PUBLICATION HAS BEEN MADE

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

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

Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE

17P Request for examination filed

Effective date: 20180702

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

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

Free format text: STATUS: GRANT OF PATENT IS INTENDED

INTG Intention to grant announced

Effective date: 20181126

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

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

Free format text: STATUS: THE PATENT HAS BEEN GRANTED

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

DAV Request for validation of the european patent (deleted)
DAX Request for extension of the european patent (deleted)
REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

Ref country code: CH

Ref legal event code: NV

Representative=s name: GEITZ TRUCKENMUELLER LUCHT PATENTANWAELTE, CH

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502017000969

Country of ref document: DE

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 1110678

Country of ref document: AT

Kind code of ref document: T

Effective date: 20190415

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: NL

Ref legal event code: FP

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

Ref country code: NO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190620

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190320

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190320

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

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

Ref country code: HR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190320

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190621

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190320

Ref country code: RS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190320

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190620

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

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190320

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190320

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190320

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190320

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190720

Ref country code: AL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190320

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2730557

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20191111

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

Ref country code: SM

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190320

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

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190720

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502017000969

Country of ref document: DE

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

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190320

26N No opposition filed

Effective date: 20200102

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

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190320

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

Ref country code: MC

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190320

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20200131

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

Ref country code: LU

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

Effective date: 20200131

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

Ref country code: BE

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

Effective date: 20200131

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

Ref country code: IE

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

Effective date: 20200131

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

Ref country code: MT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190320

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190320

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

Ref country code: MK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190320

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 1110678

Country of ref document: AT

Kind code of ref document: T

Effective date: 20220131

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

Ref country code: AT

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

Effective date: 20220131

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

Ref country code: FR

Payment date: 20230123

Year of fee payment: 7

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

Ref country code: SE

Payment date: 20230123

Year of fee payment: 7

Ref country code: PL

Payment date: 20230124

Year of fee payment: 7

Ref country code: IT

Payment date: 20230131

Year of fee payment: 7

P01 Opt-out of the competence of the unified patent court (upc) registered

Effective date: 20230502

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

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190320

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

Ref country code: NL

Payment date: 20240123

Year of fee payment: 8

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

Ref country code: ES

Payment date: 20240216

Year of fee payment: 8

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

Ref country code: DE

Payment date: 20240119

Year of fee payment: 8

Ref country code: GB

Payment date: 20240124

Year of fee payment: 8

Ref country code: CH

Payment date: 20240202

Year of fee payment: 8