EP2365155A1 - Dispositif de fixation d'un appui de balustrade - Google Patents

Dispositif de fixation d'un appui de balustrade Download PDF

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Publication number
EP2365155A1
EP2365155A1 EP10156282A EP10156282A EP2365155A1 EP 2365155 A1 EP2365155 A1 EP 2365155A1 EP 10156282 A EP10156282 A EP 10156282A EP 10156282 A EP10156282 A EP 10156282A EP 2365155 A1 EP2365155 A1 EP 2365155A1
Authority
EP
European Patent Office
Prior art keywords
support plate
masonry
profile rail
support
balustrade
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.)
Withdrawn
Application number
EP10156282A
Other languages
German (de)
English (en)
Inventor
Bernhard Feigl
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to EP10156282A priority Critical patent/EP2365155A1/fr
Priority to JP2011036942A priority patent/JP2011190675A/ja
Priority to US12/932,991 priority patent/US20110219722A1/en
Publication of EP2365155A1 publication Critical patent/EP2365155A1/fr
Withdrawn legal-status Critical Current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
    • E04F11/1851—Filling panels, e.g. concrete, sheet metal panels
    • 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
    • E04F11/1812—Details of anchoring to the wall or floor
    • 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
    • E04F11/1851—Filling panels, e.g. concrete, sheet metal panels
    • E04F11/1853—Glass panels

Definitions

  • the invention relates to a device for fastening a balustrade parapet as fall protection on a masonry according to the preamble of claim 1.
  • Such a holding device for a plate which is mounted on a floor to form a balustrade, to remove.
  • the plate usually consists of two by means of a composite intermediate layer firmly interconnected glass sheets, which thus form a safety glass.
  • the parapet parapet serves as a fall protection on masonry, for example on an intermediate floor in a building, on an external or internal balcony or on a masonry wall segment whose height is insufficient to provide a fall protection.
  • the two glass plates are inserted together with the intermediate layer in a U-shaped mounting rail and secured therein by means of an adhesive layer.
  • the support rail is inserted in a U-shaped receiving profile which is fixed to the masonry.
  • the mounting pins between the receiving profile and the masonry are exclusively loaded on train in the horizontal direction and bending in the vertical direction, so that the forces acting there by means of additional components, such as washers or other constructive measures, such as intermeshing teeth are to be included.
  • the U-profile rail is provided with one or more support plates, which is aligned in the direction of the forces acting on the balustrade forces in their extension, these forces can be absorbed by the support plate or support plates and forwarded to the masonry, because both the U-profile rail as well as molded onto this support plate lie on the horizontally extending top of the masonry.
  • the forces are supported by the support plate advantageously and in the adhesive layer, the attachment of the Glass panes is provided on the U-profile rail, arise exactly predeterminable tensile and compressive forces.
  • the adhesive layer which is arranged adjacent to the direction of force, loaded on train and the opposite adhesive layer between the outer glass pane and the outer leg of the U-profile rail on pressure. Because of legal safety regulations, it is necessary that the adhesive layer used, even over a prolonged period of use, can not be demonstrably destroyed, even if oscillating force profiles act on the balustrade and thus on the adhesive layer. Such physical evidence can be provided if the tensile and compressive loads in the adhesive layer are already known and no change in the load directions.
  • a particularly advantageous embodiment of the balustrade invention is given when between the outer leg of the U-rail and the free end of the support plate one or more support webs or a holding plate is provided, diagonal between these two components, ie at an angle of 45 ° inclined to the outer leg and the support plate, is aligned.
  • the support plate, the support bar or the holding plate take on the forces acting on the balustrade parapets, since they are aligned in extension to the directions of force.
  • the U-profile rail and the support plate is thus stiffened by the support web or the support plate and forms a triangular profile in cross section.
  • the support plate is associated with an adjustment.
  • the adjusting device essentially comprises a through hole, which is incorporated in the support plate, and a threaded pin, which passes through the through hole and rests with the free end on the horizontally extending surface of the masonry.
  • the through holes open into a space bounded by a channel in which a nut is inserted, the form-fitting with the Support plate is connected.
  • the support plate is therefore initially on the masonry by means of the set screws and is also held by expansion dowel or expansion anchors to the masonry.
  • the expansion anchors pass through a slot machined in the support plate and are inserted into a hole drilled in the masonry. Further, grout is filled in through holes, which are arranged between the respective channels, which hardens and thus firmly connected to the underside of the support plate and the masonry. About the expansion anchor and the grout thus a stationary support of the support plate is achieved.
  • FIGS. 1 . 2a and 2 B is a device 1 for fixing a parapet parapet 2, which is mounted as fall protection on a balcony, shown.
  • the device 1 consists of a U-profile rail 7, in which two glass sheets 3 and 4 are inserted. Between the two glass sheets 3 and 4, a composite intermediate layer 5 is provided, so that the parapets 2 forming glass sheets 3 and 4 and the intermediate layer 5 represent a safety glass, which does not break even with punctual force load.
  • the inside of the parapet parapet 2 is provided with the reference numeral 23 and the outside of the parapet parapet 2 with the reference numeral 24.
  • the force direction of the force F is denoted by the reference numeral 6. It is schematically represented by the angle indication ⁇ , that the force direction 6 can fluctuate in the angular range ⁇ ; Nevertheless, the force F acts on the balustrade 2 substantially horizontally from the inside 23 to the outside 24.
  • This force curve creates a force acting on the U-profile rail 7 torque, which is composed of the force component in the horizontal direction multiplied by the lever arm between the force application point and the underside of the U-profile rail. 7
  • the glass sheets 3 and 4 used in the U-profile rail 7 are fixed by means of an adhesive layer 11 on the inside of the two legs 8 and 9 and the horizontally extending web 10 of the U-profile rail 7, so that no further fastening components are required to the glass sheets Support 3 and 4 on the U-profile rail 7. It is also conceivable between the glass sheets 3, 4 and the web 10 to provide a damping mat or a silicone film or the like.
  • the force F acting on the balustrade 2 produces a compressive load in the adhesive layer 11 present between the outer leg 9 and the outer glass 4; whereas, the adhesive layer 11 between the inner leg 8 and the inner glass sheet 3 undergoes a tensile load.
  • a support plate 13 is formed on the U-profile rail 7, which extends over the entire length of the U-profile rail 7, or which is formed from a plurality of isolated support plates between which there is a given distance.
  • the U-profile rail 7 and the support plate 13 are made as an integral component at an angle of 90 ° to each other running.
  • support legs 14 are formed, which extend parallel to each other over the entire length of the support plate 13.
  • the support legs 14 are spaced in the mounted state of the horizontal surface of the masonry 12 by a grout 25.
  • an adjusting device 15 is provided to support the support plate 13 and thus the U-profile rail 7. Aligning rail 7 in the vertical direction.
  • the adjusting device 15 consists essentially of a threaded pin 16 which is inserted through a built-in support plate 13 through opening 20 and the free end 17 rests on the horizontal upper side of the masonry 12.
  • a box-shaped channel 18 is provided in alignment with this, whose cross-section is configured substantially rectangular and which merges into the support legs 14.
  • a nut 19 is inserted, which is positioned in alignment with the passage opening 20, so that the threaded pin 16 can be screwed into the nut 19.
  • the nut 19 is non-positively or positively connected to the channel 18 and thus to the support plate 13, so that when screwing the threaded pin 16, the distance between the support plate 13 and the masonry 12 is adjustable. Namely, when the threaded pins 16 are screwed in the direction of the masonry 12 in the nut 19, the parapet railing 2 tilts around the inner side 23 adjacent support leg 14 in the direction of the inside 23.
  • the set screws 16 from outside to inside screwed in a corresponding manner the parapet parapet 2 is inclined in the direction of the outside 24. Consequently, can be made by screwing the screws 16, the vertical tilt adjustment of the balustrade parapet 2.
  • the parapet parapet 2 can also be aligned with adjacent parapet balustrades 2 and the unevenness present in the masonry 12 can be compensated.
  • the forces acting on the balustrade 2 force F is therefore taken up by the support plate 13 and the adjusting device 15 attached thereto and forwarded to the masonry 12, since the support plate 13 is arranged in extension to the direction of force 6 on the U-profile rail 7 and a substantially forms right angle with this.
  • one or more support webs 21 are provided.
  • the support web 21 extends between the outer leg 9 of the U-profile rail 7 and the free end of the support plate 13, so that between the support plate 13, the U-profile rail 7 and the support web 21, a triangular cross section is created.
  • the horizontally extending force components generated by the force F are received and the U-profile rail 7 is stabilized, so that in particular the outer leg 9 of the U-profile rail 7 can not be pushed outwards.
  • the inner and outer legs 8 and 9 of the U-profile rail 7 are sized equal. However, it is also conceivable to dimension the inner leg 8 smaller than the outer leg 9, because the pressure force received by the inner leg 8 acts exclusively in the lower region of the leg 8.
  • cover profiles 27 are provided, which can be clipped or screwed to the device 1, in particular to the outer leg 9.
  • the cover profiles 27 are, for example, weather protection rails or window sills made of metal.
  • FIGS. 3a and 3b the attachment of the support plate 13 can be seen on the masonry 12.
  • the support legs 14 of the support plate 13 are in fact used in the grout 25 and are held by this.
  • one of the passage openings 20 ' is provided, through which the grout 25 is filled directly into the respective channel 18.
  • the isolated and mutually spaced support webs 21 may also be formed as a continuous support plate 21 '.
  • a recess 22 In order to create an access to the grub screws 16 and the through holes 20 and 20 'of the adjusting device 15 from the outside, it is necessary to incorporate into the holding plate 21' a recess 22.
  • FIG. 4 is also the arrangement of the through holes 20 for the threaded pins 16 and the passage opening 20 'for the filling of the grout 25 can be seen.
  • FIGS. 3a . 3b and 4 Furthermore, the anchoring of the support plate 13 is shown on the masonry 12.
  • slot 29 namely an expansion anchor 16 'is used, which is inserted in a provided in the masonry 12 hole and spread by screwing a nut in the usual way in the hole.
  • a washer 26 is provided between the nut and the top of the support plate 13, which has a toothing 28.
  • the toothing 28 is adapted to the surface contour of the support plate 13 such that they are positively connected with each other.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Steps, Ramps, And Handrails (AREA)
EP10156282A 2010-03-12 2010-03-12 Dispositif de fixation d'un appui de balustrade Withdrawn EP2365155A1 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
EP10156282A EP2365155A1 (fr) 2010-03-12 2010-03-12 Dispositif de fixation d'un appui de balustrade
JP2011036942A JP2011190675A (ja) 2010-03-12 2011-02-23 手摺を固定する固定具
US12/932,991 US20110219722A1 (en) 2010-03-12 2011-03-11 Fixture for securing a balustrade

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP10156282A EP2365155A1 (fr) 2010-03-12 2010-03-12 Dispositif de fixation d'un appui de balustrade

Publications (1)

Publication Number Publication Date
EP2365155A1 true EP2365155A1 (fr) 2011-09-14

Family

ID=42938233

Family Applications (1)

Application Number Title Priority Date Filing Date
EP10156282A Withdrawn EP2365155A1 (fr) 2010-03-12 2010-03-12 Dispositif de fixation d'un appui de balustrade

Country Status (3)

Country Link
US (1) US20110219722A1 (fr)
EP (1) EP2365155A1 (fr)
JP (1) JP2011190675A (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012103656A1 (fr) * 2011-01-31 2012-08-09 Beat Guhl Système de fixation pour garde-corps en verre
FR3058747A1 (fr) * 2016-11-14 2018-05-18 Coveris Bassin comprenant au moins une paroi vitree
CN108535007A (zh) * 2018-06-15 2018-09-14 中冶建筑研究总院有限公司 一种栏杆推力模拟装置
IT202100004970A1 (it) * 2021-03-03 2022-09-03 Metalglas Bonomi S R L Parapetto

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DK2194207T3 (da) * 2008-12-05 2013-03-18 Bernhard Feigl Holdeindretning til glasruden af en gelænderbrystning
DK2423409T3 (da) * 2010-08-19 2013-02-11 Bernhard Feigl Beskyttelsesvæg
JP6347961B2 (ja) * 2014-02-10 2018-06-27 ミサワホーム株式会社 手摺
CN107313565B (zh) * 2017-06-26 2022-08-30 羿天设计集团有限责任公司 中庭玻璃栏杆及其安装方法
US10876297B1 (en) * 2017-08-22 2020-12-29 Poma & Sons, Inc. Glass railing anchor system
US11746532B1 (en) * 2017-08-22 2023-09-05 Poma & Sons, Inc. Picket railing anchor system
WO2020069983A1 (fr) * 2018-10-05 2020-04-09 sedak GmbH & Co. KG Structure de verre destinée à des verrières de garde-corps et/ou de balustrade ou à des supports de verre
FR3096704B1 (fr) 2019-05-31 2021-05-07 Sb Ingenierie "Agencement pour la fixation d'un panneau dans un rail par serrage de coins extérieurs depuis un côté intérieur du panneau"
KR102483998B1 (ko) * 2022-02-25 2023-01-04 김태희 시공성이 개선된 유리 난간대
CN117306795B (zh) * 2023-11-28 2024-01-30 石家庄铁道大学 一种防洪水利堤坝及其施工辅助装置

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
USRE28643E (en) * 1965-12-13 1975-12-09 rnamental railing
DE9301056U1 (fr) * 1993-01-20 1993-03-11 Vario Bauelemente Gmbh, 2085 Quickborn, De
DE20111872U1 (de) * 2001-07-18 2001-10-04 Arnold Gmbh Eingespanntes Geländer
DE10338816B3 (de) * 2003-08-21 2005-05-25 Bernhard Feigl Halterung für eine Platte, insbesondere für eine Glasscheibe
NL1030412C2 (nl) * 2005-11-14 2007-05-15 Safety Level B V Systeem en werkwijze voor het bevestigen van een plaatvormige borstwering tegen de rand van een vloer.
DE202007009239U1 (de) * 2007-07-02 2007-09-06 Bangratz, René, Dipl.-Ing. Glasscheiben-Geländer
DE102006028766A1 (de) 2006-06-23 2007-12-27 Bernhard Feigl Haltevorrichtung für eine Platte
DE102009008307A1 (de) * 2008-04-22 2009-10-29 Joh. Sprinz Gmbh & Co. Kg Brüstung

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2176227B (en) * 1985-06-14 1988-06-22 Town Centre Securities Plc Glass panel mounting assembly
US5569007A (en) * 1994-04-22 1996-10-29 Abraham; Frederic C. Anchoring system
US6912817B1 (en) * 1998-12-10 2005-07-05 Steven R. Sabac Restraint channel system for retaining impact panel
US7775003B2 (en) * 1999-12-08 2010-08-17 Sabac Steven R Apparatus for securing an impact resistant window to a window frame
US6964410B1 (en) * 2002-11-11 2005-11-15 Hansen Tracy C Suspended glass panel railing system
FR2868816B1 (fr) * 2004-04-08 2008-05-09 Prospection Et D Inv S Techniq Procede de fixation d'un garde-corps par une cheville garde-corps, la cheville garde-corps et l'outil de fixation de la cheville garde-corps
US7559536B1 (en) * 2007-05-18 2009-07-14 Hansen Tracy C Structural glass railing base shoe design
DK2194207T3 (da) * 2008-12-05 2013-03-18 Bernhard Feigl Holdeindretning til glasruden af en gelænderbrystning

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
USRE28643E (en) * 1965-12-13 1975-12-09 rnamental railing
DE9301056U1 (fr) * 1993-01-20 1993-03-11 Vario Bauelemente Gmbh, 2085 Quickborn, De
DE20111872U1 (de) * 2001-07-18 2001-10-04 Arnold Gmbh Eingespanntes Geländer
DE10338816B3 (de) * 2003-08-21 2005-05-25 Bernhard Feigl Halterung für eine Platte, insbesondere für eine Glasscheibe
NL1030412C2 (nl) * 2005-11-14 2007-05-15 Safety Level B V Systeem en werkwijze voor het bevestigen van een plaatvormige borstwering tegen de rand van een vloer.
DE102006028766A1 (de) 2006-06-23 2007-12-27 Bernhard Feigl Haltevorrichtung für eine Platte
DE202007009239U1 (de) * 2007-07-02 2007-09-06 Bangratz, René, Dipl.-Ing. Glasscheiben-Geländer
DE102009008307A1 (de) * 2008-04-22 2009-10-29 Joh. Sprinz Gmbh & Co. Kg Brüstung

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012103656A1 (fr) * 2011-01-31 2012-08-09 Beat Guhl Système de fixation pour garde-corps en verre
US8978327B2 (en) 2011-01-31 2015-03-17 Beat Guhl Fastening arrangement for glass balustrades
FR3058747A1 (fr) * 2016-11-14 2018-05-18 Coveris Bassin comprenant au moins une paroi vitree
CN108535007A (zh) * 2018-06-15 2018-09-14 中冶建筑研究总院有限公司 一种栏杆推力模拟装置
CN108535007B (zh) * 2018-06-15 2024-04-02 中冶建筑研究总院有限公司 一种栏杆推力模拟装置
IT202100004970A1 (it) * 2021-03-03 2022-09-03 Metalglas Bonomi S R L Parapetto

Also Published As

Publication number Publication date
JP2011190675A (ja) 2011-09-29
US20110219722A1 (en) 2011-09-15

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