EP0727545B1 - Construction de barreau de garde-corps - Google Patents

Construction de barreau de garde-corps Download PDF

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Publication number
EP0727545B1
EP0727545B1 EP96101480A EP96101480A EP0727545B1 EP 0727545 B1 EP0727545 B1 EP 0727545B1 EP 96101480 A EP96101480 A EP 96101480A EP 96101480 A EP96101480 A EP 96101480A EP 0727545 B1 EP0727545 B1 EP 0727545B1
Authority
EP
European Patent Office
Prior art keywords
post
handrail
sleeve
banister
sleeves
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
EP96101480A
Other languages
German (de)
English (en)
Other versions
EP0727545A3 (fr
EP0727545A2 (fr
Inventor
Adolf Bucher
Heinz Lammers
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.)
Treppenmeister Partnergemeinschaft Holztreppenhersteller GmbH
Original Assignee
Treppenmeister Partnergemeinschaft Holztreppenhersteller 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 Treppenmeister Partnergemeinschaft Holztreppenhersteller GmbH filed Critical Treppenmeister Partnergemeinschaft Holztreppenhersteller GmbH
Publication of EP0727545A2 publication Critical patent/EP0727545A2/fr
Publication of EP0727545A3 publication Critical patent/EP0727545A3/fr
Application granted granted Critical
Publication of EP0727545B1 publication Critical patent/EP0727545B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
    • E04F11/18—Balustrades; Handrails
    • E04F11/181—Balustrades
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
    • E04F11/18—Balustrades; Handrails
    • E04F2011/1868—Miscellaneous features of handrails not otherwise provided for

Definitions

  • the invention relates to a handrail construction the features of the preamble of claim 1.
  • the aim of the invention is the optically massive final effect to avoid the usual railings and one loosened optical impression especially then induce when a flight of stairs at shorter intervals spiraled several times or the railing continued angularly several times is.
  • a railing rod construction is said the type specified at the outset improved and be designed that largely made of plastic existing elements despite a certain property the lower strength values compared to metal or wood for the secure transmission of when using a Stairs between handrail and tread plates appearing different Forces can be applied.
  • a railing rod construction is used to achieve this object proposed with the features of claim 1.
  • the glass rod which is made of any suitable transparent plastic material, e.g. made of tough polycarbonate, only on its upper and short cap sleeves covering the lower thread end, e.g. made of polluted Metal or chromed steel can exist in their impression compared to the length of the glass rod advantageously inconspicuous.
  • the desired inconspicuous appearance of the glass rod is still improved, if the threaded rod ends are reduced compared to the rod diameter and the outside diameter of the rod is even over the length the cap sleeves continues.
  • the upper sleeve a little greater length than the union sleeve assigned to the lower end of the rod and its closed end in one from the bottom of the handrail outgoing blind hole is set, such can be evenly Size prefabricated and stocked top cap sleeves advantageous use in the case of different stairs or handrail gradients, that in all cases they have an approximately constant length from the The blind hole of the handrail protrude downwards and thus also manufacturing tolerances of the building can be compensated.
  • the cap sleeve that can be screwed onto the lower end of the rod is expedient at its lower end through a disk of larger diameter closed as that of the sleeve and in this way a large-area support of the handrail with low specific surface pressure on the Step guaranteed.
  • the handrail construction according to the invention can also be further developed in that at least in the upper, ventilation openings containing sleeve a light source for illuminating the Glass rod is provided, the electrical lead through the handrail extends.
  • the handrail 10 shown belongs to a railing that is not shown on its Is firmly connected ends with an entry or exit post. To the Handrail 10 are along the railing, preferably at regular intervals, vertical balusters 12 connected from transparent plastic. In the figures, a handrail or one railing bar is shown. Step area shown, the actual length of the rod 12 in the overall view from FIG. 1 in connection with FIG. 2 in relation to the other components is considerably larger than that due to the fault lines appears.
  • a hanger bolt 14 is screwed into the handrail 10 from below, which ends for secure anchoring in the handrail 10 along an essential section with a coarse wood thread 16 and at the other end with a metric Thread 18 is provided, which in a lower vertical counterbore 20 Handrail 10 protrudes concentrically.
  • a cylindrical sleeve 22 is screwed on, the upper end of which can reach any depth into the counterbore 20 of the handrail 10.
  • the diameter of sleeve 22 and countersunk bore 20 can be approximately the same his.
  • the upper end of the sleeve 22 is welded or molded disc 24 closed to engage the metric thread 18 of the hanger bolt 14 contains a central threaded bore 26.
  • the upper union sleeve 22 has an internal thread 28 at the lower end which they are screwed onto an external thread 32 at the upper end 30 of the glass rod 12 is. In order to make this connection as inconspicuous as possible, this can be done External thread 32 on a rod section which has been reduced in diameter so far be attached that the sleeve 22 has the same outer diameter like rod 12.
  • the glass rod 12 also carries at its lower end 34 on a Reduced diameter section, an external thread 36 on which a lower Union sleeve 38 is screwed on with a corresponding internal thread 40. Even with this connection between glass rod 12 and sleeve 38 are preferably provided the same outside diameter. - In general the length and above all the diameter of the external thread 32 are determined or 34 in accordance with the pressure and Tensile stresses.
  • a washer 42 is formed on the lower union sleeve 38 or attached in another way, which is used for the large-scale distribution of the clamping or Contact force on a step 44 a larger diameter than the cap sleeve 38 has.
  • the disk 42 contains a central threaded bore 60, in which to tension the rod 12 with the step 44 by this a threaded bolt is screwed in at the bottom.
  • the threaded bolt consists of a longer one Cap screw 52, at the same time a subsequent downstairs, by a Spacer sleeve 50 is clamped spaced tread 48.
  • the cap screw 52 runs through a bore 54 of the lower step 48, through a at both ends with wide contact washers 64 spacer sleeve 50 and through a bore 58 in the step 44 into the threaded bore 60 of the Disc 42.
  • the spacer sleeve 50 preferably has the same diameter as Rod 12.
  • the lower sleeve can 38 directly with this step by means of a correspondingly shortened cap screw 52 can be connected.
  • the same procedure is followed when using spiral staircases or with deep steps every step over more than two balusters is connected to the handrail.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Steps, Ramps, And Handrails (AREA)
  • Golf Clubs (AREA)
  • Diaphragms For Electromechanical Transducers (AREA)
  • Inorganic Compounds Of Heavy Metals (AREA)
  • Steering Devices For Bicycles And Motorcycles (AREA)
  • Stringed Musical Instruments (AREA)
  • Bridges Or Land Bridges (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)

Claims (6)

  1. Construction de barreau de rampe comme élément de jonction et de barrière entre une marche (44) et une main-courante (10), se composant d'un barreau (12) qui présente des sections filetées (32, 36) disposées à une extrémité supérieure (30) et à une extrémité inférieure (34), de pièces de raccordement (14, 52) fixées sur la main-courante (10) ou bien sur la marche (44), et de douilles d'accouplement (22, 38) fermées à une extrémité, les extrémités fermées des douilles d'accouplement (22, 38) comprenant respectivement un trou taraudé (26, 60) dans lequel les pièces de raccordement (14, 52) peuvent être vissées,
    caractérisée par le fait que le barreau (12) se compose de matière plastique transparente et est pourvu aux deux extrémités (30, 34) respectivement d'un filet extérieur (32, 36),
    et que les douilles d'accouplement (22, 38) fermées à une extrémité présentent, à l'autre extrémité, des sections à filet intérieur (28, 40) qui peuvent être vissées respectivement sur les filets extérieurs (32, 36) du barreau (12).
  2. Construction de barreau de rampe selon la revendication 1, caractérisée par le fait que les extrémités du barreau qui portent les filets extérieurs (32, 36) sont réduites en diamètre, et que le diamètre extérieur du barreau (12) est continué de manière constante sans transition sur la longueur des douilles d'accouplement (22, 38).
  3. Construction de barreau de rampe selon la revendication 1 ou 2, caractérisée par le fait que la douille d'accouplement supérieure (22) présente une longueur plus importante que la douille d'accouplement inférieure (38) et est fixée avec son extrémité fermée dans un trou aveugle (20) partant de la face inférieure de la main-courante (10).
  4. Construction de barreau de rampe selon l'une des revendications précédentes, caractérisée par le fait que la douille d'accouplement inférieure (38) fixée avec son extrémité fermée sur la marche (44) est serrée au moyen de la tige de boulon d'un boulon à tête (52), qui est reçue dans le trou taraudé (60) de la douille, ledit boulon à tête s'étendant d'en bas à travers un trou (58) de la marche (44).
  5. Construction de barreau de rampe selon la revendication 4, caractérisée par le fait que la douille d'accouplement inférieure (38) est fermée à son extrémité inférieure par un disque (42) présentant un diamètre extérieur qui est plus grand que celui de la douille.
  6. Construction de barreau de rampe selon l'une des revendications précédentes, caractérisée par le fait que l'on prévoit au moins dans la douille d'accouplement supérieure (22) une source de lumière qui est destinée à éclairer le barreau (12) et dont le conducteur électrique d'amenée s'étend à travers la main-courante (10).
EP96101480A 1995-02-17 1996-02-02 Construction de barreau de garde-corps Expired - Lifetime EP0727545B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE29502579U 1995-02-17
DE29502579U DE29502579U1 (de) 1995-02-17 1995-02-17 Geländerstab-Konstruktion

Publications (3)

Publication Number Publication Date
EP0727545A2 EP0727545A2 (fr) 1996-08-21
EP0727545A3 EP0727545A3 (fr) 1997-06-04
EP0727545B1 true EP0727545B1 (fr) 2002-06-05

Family

ID=8004013

Family Applications (1)

Application Number Title Priority Date Filing Date
EP96101480A Expired - Lifetime EP0727545B1 (fr) 1995-02-17 1996-02-02 Construction de barreau de garde-corps

Country Status (3)

Country Link
EP (1) EP0727545B1 (fr)
AT (1) ATE218661T1 (fr)
DE (2) DE29502579U1 (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29502579U1 (de) * 1995-02-17 1995-07-06 Treppenmeister Partnergemeinschaft Holztreppenhersteller GmbH, 71131 Jettingen Geländerstab-Konstruktion
DE10331925A1 (de) * 2003-07-15 2005-02-03 Müller, Hellmut Treppengeländer und Montageverfahren
DE102018007492A1 (de) * 2018-09-18 2020-03-19 Saage Treppenbau und Biegetechnik GmbH & Co. KG Treppenhandlauf, der als tragendes Element in die Statik einer Treppe mit einbezogen ist und in den Geländerstäbe eingeschraubt werden können.
CN114278150A (zh) * 2021-12-31 2022-04-05 江苏盛鸿智能安防设施有限公司 一种可主动升降式防攀爬栏杆

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2479500A (en) * 1946-08-26 1949-08-16 Harry E Longberg Illuminating means
US2517959A (en) * 1948-11-12 1950-08-08 John C Baldwin Guard rail
GB960290A (en) * 1962-05-22 1964-06-10 Evans And Newall Ltd Improvements in railings
DE8402719U1 (de) * 1984-01-31 1984-08-30 Lutz, Ruth, 7410 Reutlingen Gelaender
DE4128817A1 (de) * 1991-08-30 1993-03-04 Neucon Masch Bausystem Treppengelaender
DE29502579U1 (de) * 1995-02-17 1995-07-06 Treppenmeister Partnergemeinschaft Holztreppenhersteller GmbH, 71131 Jettingen Geländerstab-Konstruktion

Also Published As

Publication number Publication date
EP0727545A3 (fr) 1997-06-04
EP0727545A2 (fr) 1996-08-21
DE59609273D1 (de) 2002-07-11
ATE218661T1 (de) 2002-06-15
DE29502579U1 (de) 1995-07-06

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