EP2966233A1 - Dispositif de fixation suspendue d'un faux plafond d'un tunnel - Google Patents

Dispositif de fixation suspendue d'un faux plafond d'un tunnel Download PDF

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Publication number
EP2966233A1
EP2966233A1 EP15175882.8A EP15175882A EP2966233A1 EP 2966233 A1 EP2966233 A1 EP 2966233A1 EP 15175882 A EP15175882 A EP 15175882A EP 2966233 A1 EP2966233 A1 EP 2966233A1
Authority
EP
European Patent Office
Prior art keywords
rod
plate
top plate
tunnel
false ceiling
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
EP15175882.8A
Other languages
German (de)
English (en)
Other versions
EP2966233B1 (fr
Inventor
Andreas Dipl.-Ing. Lamprecht
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.)
Ostu-Stettin Hoch- und Tiefbau GmbH
Original Assignee
Ostu-Stettin Hoch- und Tiefbau 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 Ostu-Stettin Hoch- und Tiefbau GmbH filed Critical Ostu-Stettin Hoch- und Tiefbau GmbH
Priority to SI201531773T priority Critical patent/SI2966233T1/sl
Publication of EP2966233A1 publication Critical patent/EP2966233A1/fr
Application granted granted Critical
Publication of EP2966233B1 publication Critical patent/EP2966233B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B9/00Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
    • E04B9/18Means for suspending the supporting construction
    • E04B9/20Means for suspending the supporting construction adjustable
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/003Linings or provisions thereon, specially adapted for traffic tunnels, e.g. with built-in cleaning devices
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21FSAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
    • E21F1/00Ventilation of mines or tunnels; Distribution of ventilating currents
    • E21F1/003Ventilation of traffic tunnels

Definitions

  • the invention relates to a device for suspended attachment of an intermediate ceiling to a roof of a tunnel, comprising a head plate fastened to the ridge by means of fasteners, a rod and an anchor plate for fixing the false ceiling, the head plate and the anchor plate passing over the rod Connection stand.
  • a false ceiling In tunnel construction, a false ceiling is lowered below a ridge. In the cavity between the false ceiling and the roof, the necessary facilities for ventilation, but also other required facilities can be installed without visible sight.
  • the false ceiling can be performed with pure edge storage or without Eisenhlindung with a comparatively large strength, but this requires a high cost of materials and therefore also entails corresponding costs. It is much more cost-effective to fasten the false ceiling suspended from the roof by means of suitable connecting means. As a result, the false ceiling can be much thinner and thus made more material-saving. If the connection means are also flexible, dynamic loads can also be absorbed relatively well.
  • Prior art suspended ceiling fixture devices include a top plate that can be fixed in a ridge with fasteners. To the top plate connects an intermediate body with a joint which receives an (anchor) rod. The (anchor) rod in turn carries on an opposite end of the head plate an anchor plate, which is embedded in the false ceiling. Due to the provided in the intermediate body joint corresponding devices are flexible. As has been recognized within the scope of the invention, however, a connection of the intermediate body with the top plate is a problem. The intermediate body is welded to the top plate. Especially with given dynamic loads therefore very high demands are placed on the welds. On the one hand, this relates to the manufacture and the subsequent testing of the device for suitability for use. On the other hand, however, can already scores As is known, in welding seams, they can no longer withstand a load.
  • the rod is connected without welding seams directly or indirectly to the top plate.
  • the intended releasable attachment of the rod to the top plate results in a simple production.
  • a complex function test can be omitted.
  • a device according to the invention can withstand the given loads during use.
  • a device according to the invention also has the advantage that it can be used in the rehabilitation of tunnels.
  • the simple construction of the device allows in particular to attach the top plate to an existing ridge. Thereafter, the connection can be made with a false ceiling. Even with new buildings, the ridge is first created before the top plate is attached to this. This allows a much simpler design of the device than this, for example, from EP 0 465 413 A1 or the EP 0 541 487 A1 is known.
  • the device according to the invention can be designed completely free of welding seams.
  • the rod may be connected to the top plate in particular by a screw connection.
  • the rod has a male thread at a first end facing the top plate.
  • the top plate has a bore with an internal thread into which an external thread of the rod engages.
  • the rod expediently a free first end to a corresponding external thread which cooperates with the internal thread of the top plate.
  • the top plate is formed with a bore and an adjoining ball socket.
  • a nut is provided with a widened ball head and an internal thread into which an external thread of the rod is screwed, wherein the ball head is mounted in the ball socket of the top plate.
  • the mother is performed with the ball head from above, which is widened and comes to rest in the ball socket movable.
  • an external thread of the rod is then screwed in, so that the connection is made quickly but permanently stable.
  • the formation of a ball socket and a widened ball head corresponding thereto to the nut results in a bearing which allows a deflection of the nut.
  • the nut has a distance from the bore. About this distance, which is predetermined by an inner diameter of the bore, a maximum deflection angle can be adjusted, which is usually measured with a maximum of 10 ° and usually from 3 ° to 7 °.
  • the rod receives an anchor plate.
  • the attachment of the anchor plate to the rod can be done in any way. It is particularly easy that the anchor plate is bolted to the rod. For this purpose, a corresponding external thread is provided on the rod at the second end, whereas the anchor plate has a corresponding internal thread.
  • the anchor plate is formed with a bore and a subsequent ball socket and a nut, and analogously, as described above for the top plate, the alignment of the nut but up or to the ridge out. Depending on the installation situation, the anchor plate can then be provided instead of the top plate with appropriate training to deflections enable. It is also possible that both the top plate and the anchor plate or base plate are formed with a bore and ball socket and provided with an inserted nut. This allows the greatest flexibility.
  • the device consists of the top plate, the rod and the anchor plate and optionally the mother, where appropriate, the rod may be formed with a clamping sleeve when the top plate to a roof and the anchor plate to be attached to an existing false ceiling as is often the case with refurbishments.
  • a device according to the invention is preferably used for the suspended attachment of an intermediate ceiling to a roof of a tunnel.
  • a suspended false ceiling of a tunnel advantageously comprises a device according to the invention, wherein the anchor plate is enclosed by or secured to the false ceiling. Accordingly, according to the invention, a tunnel with a roof and a false ceiling, which is held with connecting means on the roof, be formed with connecting means, which are at least partially formed as a device according to the invention.
  • a device 1 according to the invention is shown.
  • the device 1 serves a in Fig. 1 only hinted intermediate ceiling 4 on a ridge 3 of a tunnel 2 to keep permanently.
  • the device 1 is for this purpose formed with a top plate 5 and an anchor plate 7, which are connected via a rod 8 in connection.
  • the top plate 5 is formed with a bore 12, to which a broadened ball socket 13 connects at the top.
  • a nut 14 is provided with a widened executed ball head 15. After preparation of the bore 12 and the ball socket 13 in the top plate 5, the nut 14 is inserted with the ball head 15 from above into the top plate 5, so that the ball head 15, the in Fig.
  • the in Fig. 3 can be seen in detail, comes to rest. Subsequently, the rod 8, which has an external thread 11 at a first end 9, in an in Fig. 2 indicated internal thread 16 of the nut 14 is screwed. At a second end 10, the anchor plate 7 is attached. This attachment can be done in any way, but preferably this is the rod 8 at the second end 10 also formed with an external thread, so that a trained with a corresponding internal thread anchor plate 7 can be screwed.
  • the top plate 5 is fastened with fastening means 6 on the ridge 3. This is preferably done so that the top plate 5 comes to the ridges 3 to the plant. After mounting a plurality of corresponding devices 1 in a region of an intermediate ceiling 4 to be recovered, this can finally be concreted around the anchor plates 7 around. If a plurality of devices 1 are provided, the intermediate ceiling 4 can be correspondingly thin and thus concreted in a material-saving manner, without having to accept any restrictions with respect to a load capacity.
  • an inner diameter of the bore 12 is larger than an outer diameter of the nut 14.
  • a clearance between the edges of the bore 12 and an outer surface of the nut 14 is given, so that the nut 14 in conjunction with the bearing of the ball head 15 in the ball socket 13 is deflected in a predetermined manner.
  • the maximum deflectability results from the given game. It is thus possible the maximum Deflectability in relation to expected dynamic loads, but primarily to compensate for installation inaccuracies without constraints, as in Fig. 4 is shown for an angle of 6 °. Typically, a maximum deflection angle is set to less than 10 °, although in principle larger angles would be possible. Usual angular ranges are in the range of 3 ° to 7 °. Even with hardly avoidable installation inaccuracies can be achieved that the rod 8 is at least predominantly only on train, but not or at least less subject to bending.
  • Fig. 1 and 4 illustrated installation situation of the devices 1 corresponds to those areas in which the ridges 3 is horizontal or at least approximately horizontal. Especially with a stronger inclination of the roofs 3 in a lateral area, it may be necessary to fasten the device 1 inclined.
  • Corresponding installation situations are in Fig. 5 and 6 represented, where necessary, in turn, a clearance between an inner diameter of the bore 12 and an outer diameter of the nut 14 may be provided, so that the device 1 according to Fig. 5 is deflectable, as is in Fig. 6 is apparent. This can be achieved in a simple manner when the ball socket 13 is arranged inclined with the adjoining bore 12 in the top plate 5. An inclination angle is adapted to the installation situation.
  • a device 1 In the context of the invention even simpler embodiments of a device 1 are possible.
  • the top plate 5 in the region of the bore 12 has only an internal thread, however, a ball socket 13 is dispensed with.
  • the rod 8 is fixed with the external thread 11 in the region of the first end 9 of the rod 8 directly in the top plate 5.
  • Such a variant is suitable when it can be dispensed with an articulated mounting with the ball socket 13 and the ball head 15.
  • the anchor plate 7 may be formed for articulated reception. It is also possible that both the top plate 5 and the anchor plate 7 are formed accordingly.
  • top plate 5 is replaced by an anchor rod which is held over a dowel in the roof 3.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Architecture (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Connection Of Plates (AREA)
EP15175882.8A 2014-07-08 2015-07-08 Dispositif de fixation suspendue d'un faux plafond d'un tunnel Active EP2966233B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SI201531773T SI2966233T1 (sl) 2014-07-08 2015-07-08 Naprava za visečo pritrditev spuščenega stropa predora

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ATGM50107/2014U AT14430U1 (de) 2014-07-08 2014-07-08 Vorrichtung zur abgehängten Befestigung einer Zwischendecke eines Tunnels

Publications (2)

Publication Number Publication Date
EP2966233A1 true EP2966233A1 (fr) 2016-01-13
EP2966233B1 EP2966233B1 (fr) 2021-11-10

Family

ID=54398628

Family Applications (1)

Application Number Title Priority Date Filing Date
EP15175882.8A Active EP2966233B1 (fr) 2014-07-08 2015-07-08 Dispositif de fixation suspendue d'un faux plafond d'un tunnel

Country Status (3)

Country Link
EP (1) EP2966233B1 (fr)
AT (1) AT14430U1 (fr)
SI (1) SI2966233T1 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105525716A (zh) * 2016-01-24 2016-04-27 朱学成 隐藏式房屋吊顶架
CN112459339A (zh) * 2020-12-25 2021-03-09 江西应用技术职业学院 一种室内吊顶结构
IT201900020524A1 (it) * 2019-11-07 2021-05-07 Cristiano Regeni Dispositivo e procedimento per installare un controsoffitto

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3402517A (en) * 1967-10-03 1968-09-24 Emerson Electric Co Ceiling and suspension and leveling means therefor
DE9102896U1 (fr) * 1991-03-11 1991-05-29 Huelsta-Werke Huels Gmbh & Co Kg, 4424 Stadtlohn, De
EP0465413A1 (fr) 1990-07-06 1992-01-08 Manfred Krattiger Dispositif pour la suspension de plafonds intermédiaires
EP0541487A1 (fr) 1991-11-05 1993-05-12 Toni H. Erb Dispositif d'ancrage pour éléments de construction tendus
KR200172378Y1 (ko) * 1999-09-13 2000-03-15 장한백 건축용 천정판 고정구의 높낮이 조절장치

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3402517A (en) * 1967-10-03 1968-09-24 Emerson Electric Co Ceiling and suspension and leveling means therefor
EP0465413A1 (fr) 1990-07-06 1992-01-08 Manfred Krattiger Dispositif pour la suspension de plafonds intermédiaires
DE9102896U1 (fr) * 1991-03-11 1991-05-29 Huelsta-Werke Huels Gmbh & Co Kg, 4424 Stadtlohn, De
EP0541487A1 (fr) 1991-11-05 1993-05-12 Toni H. Erb Dispositif d'ancrage pour éléments de construction tendus
KR200172378Y1 (ko) * 1999-09-13 2000-03-15 장한백 건축용 천정판 고정구의 높낮이 조절장치

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105525716A (zh) * 2016-01-24 2016-04-27 朱学成 隐藏式房屋吊顶架
IT201900020524A1 (it) * 2019-11-07 2021-05-07 Cristiano Regeni Dispositivo e procedimento per installare un controsoffitto
CN112459339A (zh) * 2020-12-25 2021-03-09 江西应用技术职业学院 一种室内吊顶结构

Also Published As

Publication number Publication date
AT14430U1 (de) 2015-11-15
SI2966233T1 (sl) 2022-02-28
EP2966233B1 (fr) 2021-11-10

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