EP1160395B1 - Ensemble de garde-corps - Google Patents

Ensemble de garde-corps Download PDF

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Publication number
EP1160395B1
EP1160395B1 EP01850099A EP01850099A EP1160395B1 EP 1160395 B1 EP1160395 B1 EP 1160395B1 EP 01850099 A EP01850099 A EP 01850099A EP 01850099 A EP01850099 A EP 01850099A EP 1160395 B1 EP1160395 B1 EP 1160395B1
Authority
EP
European Patent Office
Prior art keywords
pole
assembly according
tube
securing part
poles
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
EP01850099A
Other languages
German (de)
English (en)
Other versions
EP1160395A3 (fr
EP1160395A2 (fr
Inventor
Joakim Svedberg
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.)
Combisafe International AB
Original Assignee
Combisafe International AB
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 Combisafe International AB filed Critical Combisafe International AB
Publication of EP1160395A2 publication Critical patent/EP1160395A2/fr
Publication of EP1160395A3 publication Critical patent/EP1160395A3/fr
Application granted granted Critical
Publication of EP1160395B1 publication Critical patent/EP1160395B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/32—Safety or protective measures for persons during the construction of buildings
    • E04G21/3261—Safety-nets; Safety mattresses; Arrangements on buildings for connecting safety-lines
    • 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
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/32—Safety or protective measures for persons during the construction of buildings
    • E04G21/3204—Safety or protective measures for persons during the construction of buildings against falling down
    • E04G21/3219—Means supported by the building wall, e.g. security consoles
    • 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
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/32—Safety or protective measures for persons during the construction of buildings
    • E04G21/3261—Safety-nets; Safety mattresses; Arrangements on buildings for connecting safety-lines
    • E04G21/3266—Safety nets
    • 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
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/06—Consoles; Brackets
    • E04G5/067—Consoles; Brackets specially adapted for attachment to posts
    • 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
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/14—Railings
    • E04G2005/148—Railings latticed or netted

Definitions

  • the invention relates to an assembly of guard rails in accordance with the preamble of Claim 1. It is known to assemble guard rails on building sites, among other reasons in order to prevent persons, building material or tools from dropping from one level to another as work on building frames progresses. Different building methods and frame constructions require different types of securing arrangements for poles and guard rail runners.
  • EP-A1-0417355 discloses a fall guard for a roof, comprising a number of constructions which are clamped to the roof gutter by means of upper and lower clamping members fitted to a bracket, said clamping members be intended to grip on the bottom of the gutter.
  • NL 1019494 refers to mounting of support frame, e.g. scaffolding, on building wall by hooking fasteners connected to frame parts into cavities in wall and discloses a support frame, the parts of which be connected to at least one fastener, which is hooked into one or more cavities provided in a wall.
  • Tube parts and elements included in the guard rail can advantageously be made as scaffolding tubes of conventional type which in general have a diameter of 48.3 mm. By this means it is also possible to use standard tube couplings adapted to scaffolding tubes for the purpose of joining the guard rail together.
  • the guard rail 2 is mounted between a first pillar 4 and a second pillar 6 in a building frame with the aid of a first pole 8 and a second pole 10 for supporting a screen arrangement 12.
  • a fastening arrangement 14 is anchored near the upper end of each pillar for supporting the lower end of a respective pole.
  • Each fastening arrangement comprises a securing part 16 anchored to the respective pillar in the assembled state, and a pole attachment 18 coupled to the securing part.
  • the securing part 16 can be of different designs, of which one design which includes tensioning belts of a conventional type is described below, while other designs will be described later.
  • the securing part 16 with tensioning belt is preferably intended for assembly on concrete pillars. It can also be mounted on other types of square pillars, for example steel pillars, with the exception of I-beams. It is made up of a square tube 20 on which two connection tubes 22 are welded one at each end. Two angle brackets 24 constructed from U-profiles are welded onto the opposite side of the square tube. At the free ends of the angle brackets there are holes which have been drilled for securing, for example, a pin for assembling of tensioning belts 26.
  • the belt is secured to one branch, and the tensioner in the other.
  • the tensioning belts 26 are guided round the respective pillar 4, 6 and tightened and locked with the tensioner.
  • the pole attachment 18 of the fastening arrangement 14 has a uniform configuration irrespective of the design of the securing part used in any given case.
  • Conventional securing arrangements are often located far down on the building frame, for which reason the pole attachment 18 is designed as an elongate framework which continues the length of the pole from the securing part 16 and upwards.
  • the pole attachment 18 can be coupled to the securing part 16 by means of conventional tube couplings, which permits adjustment inwards/outwards and upwards/downwards. In cases where rotatable tube couplings are used, it is also possible to mount the pole attachment at an inclination.
  • the framework of the pole attachment 18 comprises first 28 and second 30 tube elements joined together at a distance from each other, of which the first tube element is provided with a first pole sleeve 32 coaxial therewith at a first end and, at the other end, a second pole sleeve 34 angled towards the second tube element 30.
  • the pole attachment can be coupled together to the securing part with either the first 32 or second 34 pole sleeve directed upwards.
  • the straight first pole sleeve 32 is intended for a pole for the screen arrangement 12 which is designed as a framework, which will be described in more detail later.
  • the second pole sleeve 34 is angled as required but is intended to support a pole for a netting or guard net which will likewise be described in more detail below.
  • the pole attachment 18 the length of which between the pole sleeves can vary between ca. 1000 mm and ca. 1800 mm, is intended to support poles with a length of normally 1150 mm, although poles as long as 1800 mm are possible.
  • the tube elements 28, 30 are parallel and welded together, preferably by means of first 36, second 38 and third 40 stiffening members of flat iron at a mutual spacing of about 100 mm at the first end and second end and at the approximate centre of the pole attachment, respectively.
  • the first and second stiffening members 36, 38 each form an obtuse angle of approximately 120° to the second element 30, and the third stiffening member forms a right angle both to the first element and the second element.
  • the mutual distance between the tube elements should be increased if greater torques are to be taken up than is customary for normal guard rails. Trials have shown that the ratio between the mutual distance of the tube elements and the length of the pole attachment between the pole sleeves should not be less than 1 to 20 in order to ensure good functioning.
  • the screen arrangement 12 comprises a cantilever framework 42 which is secured at each point of attachment to the building frame between two poles and which has upper 44 and lower 46 bars which are arranged at a distance from each other, approximately corresponding to a third to one half of a pole length, and near each end are connected to the first and second poles 8; 10, and with transverse stiffening tubes 48 arranged in a predetermined distribution between the poles.
  • the distribution is such that for a defined length of six metres of the bars 44, 46, which gives a corresponding span, the stiffening tubes 48 are three in number, with one situated transverse to the centre of the bars, i.e. three metres from each end. The other two are then situated one metre from each end and therefore two metres from the centrally located stiffening tube 48.
  • a toe board holder 52 for supporting a toe board 54 of a conventional type can be suspended from each stiffening tube 48 in such a way that each toe board is supported at the same level as is customary by means of a toe board bracket 55 arranged on the pole.
  • the cantilever framework 42 additionally has, on the side of each stiffening tube 48 directed away from the building frame, a central bar 58 which is connected to the central portion of each stiffening tube by means of a connection tube 56 in such a way that the connection tube 56 is situated in a vertical plane transverse relative to the upper 44 and lower 46 bars.
  • the central bar 58 is substantially parallel to the upper 44 and lower 46 bars and situated at a distance of approximately a third of a pole length from the stiffening tubes 48 in a horizontal plane transverse to the same.
  • the coupling to the central bar 58 permits a greater c-c distance between the poles 8; 10, without permitted deflection values being exceeded or a greater c-c distance infringing on the requirements set in respect of maximum strength.
  • the central bar 58 can also be connected to each first 8 and second 10 pole via its additional connection tube 56.
  • Figures 3 to 5 show a further embodiment of a guard rail 2' mounted between a first pillar 4' and a second pillar 6' in a building frame with the aid of a first 8' and a second 10' pole for supporting a screen arrangement 12'.
  • the fastening arrangement 14 is anchored near the upper end of each pillar for supporting the lower end of the respective pole.
  • the fastening arrangement in this case also comprises the securing part 16' anchored to the respective pillar in the assembled state, and the previously described pole attachment 18 coupled to the same.
  • the securing part 16' described here is in a form which comprises steel spar clamps of a conventional type, for example Combisafe®.
  • the securing part 16' with steel spar clamps is preferably intended for mounting on steel pillars, preferably I-beams. It is made up of two steel spar clamps 60 on which two connection tubes 22' are mounted, for example with tube couplings or weld seams, in such a way that the connection tubes 22' project at substantially a right angle with respect to the screen arrangement 12'.
  • the steel spar clamps 60 are tensioned on the flanges of the respective steel pillar 4', 6' and the pole attachment 18 is mounted on the connection tubes 22' in the same way as before, but with the difference that the angled second pole sleeve 34 is now directed upwards.
  • the screen arrangement 12' comprises a cantilever netting or guard net 62 which is secured between two poles at each point of attachment on the building frame and which has a net 64 supported by means of upper 44' and lower 46' runners arranged at a distance from each other and in the form of, for example, a wire or a tensioning belt, which are connected near each end to each pole 8', 10' via tube couplings with knots which are not shown.
  • a wire or tensioning belt can be guided through the net 64 before assembly. If, for example, the wire runners are tensioned after assembly, problems can arise on account of the fact that the poles bend inwards under the effect of the wire tensioning.
  • guard rails 12' on both sides of a pillar 6' in a corner this can be countered by two poles 8', 10' in the corner being joined together at the bottom by means of another pole attachment 18 mounted on the steel spar clamps 60 of the securing part 16', and at the top by means of for example a connection tube 56' or the like, as is shown in Figure 7 .
  • the pole in the corner can be braced by means of a stay 70 anchored at the securing part 16 of the pole attachment 18 and extending to the top of the respective pole 8', 10', as is shown in Figure 8 .
  • the stay 70 can be anchored in a further separate securing part 16, see Figure 9 .
  • Figure 6 shows an alternatively designed securing part 16" with which the pole attachment 18 is coupled in the same way as in the previous embodiments.
  • the connection tubes 22" are here provided with screws 66 which are screwed tightly into two securing seats 68 arranged in the pillar.
  • Concrete pillars are prefabricated with the securing seats 68 in the form of cast threads.
  • expander attachments are used which are mounted afterwards.
  • connection tubes 22" and screws 66 are unscrewed from the pillar and the securing seat 68 can be concealed by the joints between elements being covered over in the traditional way.
  • the securing parts 16, 16' and 16" combined in the various embodiments and the screen arrangements 12 and 12' are shown only as examples. Thus, every conceivable combination of framework 42 and netting 62 is possible with both the securing part 16 for assembly with tensioning belts 26, the securing part 16' for assembly with steel spar clamps 60, and the securing part 16" for assembly with screws 66.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Fencing (AREA)
  • Steps, Ramps, And Handrails (AREA)
  • Bridges Or Land Bridges (AREA)
  • Platform Screen Doors And Railroad Systems (AREA)
  • Prostheses (AREA)
  • Diaphragms For Electromechanical Transducers (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)

Claims (19)

  1. Ensemble de garde-corps (2) avec des poteaux (8 ; 10), un agencement de grille (12) supporté par les poteaux et par des dispositifs de fixation (14), chacun desdits dispositifs de fixation (14) comprenant une partie de fixation (16) et une attache à un poteau (18) couplée à la partie de fixation au moyen d'un châssis d'un premier (28) et second (30) éléments tubulaires allongés assemblés à une certaine distance l'un de l'autre, qui au moins au niveau d'une extrémité, est conçu pour supporter chaque poteau (8 ; 10) et est configuré pour être orienté, dans la position assemblée, avec le châssis des éléments allongés (28 ; 30) qui se trouve dans un plan vertical transversal par rapport à l'agencement de grille (12), caractérisé en ce que ladite partie de fixation (16) est configurée pour être ancrée directement sur un pilier (4 ; 6) dans une ossature de construction et en ce que le premier élément tubulaire (28) a un premier manchon de poteau (32) coaxial avec celui-ci au niveau d'une première extrémité et au niveau de l'autre extrémité, un second manchon de poteau (34) coudé vers le second élément tubulaire et en ce que le second manchon de poteau (34) est coudé d'au moins 15°.
  2. Ensemble selon la revendication 1, caractérisé en ce que les éléments tubulaires (28, 30) sont sensiblement parallèles et leur distance l'un de l'autre est liée à la longueur de l'attache au poteau (18) entre les manchons des poteaux selon un rapport d'au moins 1 à 20.
  3. Ensemble selon l'une quelconque des revendications 1 à 2, caractérisé en ce que le premier élément tubulaire (28) est assemblé au second élément tubulaire (30) au moyen d'au moins des premier (36), deuxième (38) et troisième (40) éléments de renforcement au niveau des première et seconde extrémités et approximativement au centre de l'attache au poteau (18), respectivement.
  4. Ensemble selon la revendication 3, caractérisé en ce que les premier (36) et deuxième (38) éléments de renforcement forment chacun un angle obtus par rapport au second élément de tube (30), et le troisième élément de renforcement (40) forme un angle droit à la fois par rapport au premier (28) et au second (30) élément de tube.
  5. Ensemble selon la revendication 4, caractérisé en ce que l'angle obtus se trouve entre 110° et 130°.
  6. Ensemble selon l'une quelconque des revendications précédentes, caractérisé en ce que la partie de fixation (16) est composée d'un tube carré (20) sur lequel deux tubes de raccordement (22) sont soudés chacun à une extrémité, en ce que soudés sur le côté opposé du tube carré, on trouve deux potences angulaires (24) qui sont construites à partir de profils en U, pour s'appuyer contre un coin d'un pilier carré (4, 6) et en ce que les courroies de tension (26) avec des tensionneurs sont montées au niveau des extrémités libres des supports angulaires.
  7. Ensemble selon l'une quelconque des revendications 1 à 5, caractérisé en ce que la partie de fixation (16') est faite à partir de deux chevrons de serrage de poteau en acier (60) sur lesquels deux tubes de raccordement (22') sont montés de sorte que les tubes de raccordement (22') font saillie sensiblement en angle droit par rapport à l'agencement de grille (12'), laquelle partie de fixation (16') est montée au moyen de dispositifs de serrage de poteau en acier (60) qui sont serrés sur les pannes du pilier en acier (4', 6') respectifs.
  8. Ensemble selon l'une quelconque des revendications 1 à 5, caractérisé en ce que la partie de fixation (16") est composée de deux tubes de raccordement (22") qui sont munis de vis (66) qui sont bien vissés dans des sièges de fixation (68) sous la forme de trous filetés correspondants agencés dans le pilier (4").
  9. Ensemble selon l'une quelconque des revendications précédentes, caractérisé en ce que l'agencement d'écran (12) comprend un châssis en porte à faux (42) qui est fixé au niveau de chaque point d'attache sur l'ossature de construction (4 ; 6) entre deux poteaux (8 ; 10) et qui a des barres supérieure (44) et inférieure (46) qui sont agencées à une certaine distance l'une de l'autre et à proximité de chaque extrémité, sont raccordées à chaque poteau (8 ; 10) et avec des tubes de renforcement transversaux (48) agencés selon une répartition prédéterminée entre les poteaux.
  10. Ensemble selon la revendication 9, caractérisé en ce que le support plinthe (52) pour supporter une plinthe (54) peut être suspendu à partir de chaque tube de renforcement (48).
  11. Ensemble selon la revendication 9 ou 10, caractérisé en ce que, du côté de chaque tube de renforcement (48) dirigé à distance de l'ossature de construction (4 ; 6), le châssis en porte-à-faux (42) a une barre centrale (58) qui est raccordée à la partie centrale de chaque tube de renforcement (48) au moyen d'un tube de raccordement (56) de sorte que le tube de raccordement (56) est situé dans un plan vertical transversal par rapport aux barres supérieure (44) et inférieure (46).
  12. Ensemble selon la revendication 11, caractérisé en ce que la barre centrale (58) est sensiblement parallèle aux barres supérieure (44) et inférieure (46) et située à une certaine distance des poteaux (8 ; 10) et des tubes de renforcement (48) dans un plan horizontal transversal par rapport à ces derniers.
  13. Ensemble selon la revendication 11 ou 12, caractérisé en ce que la barre centrale (58) est raccordée à chaque poteau (8 ; 10) via son tube de raccordement (56).
  14. Ensemble selon l'une quelconque des revendications 1 à 8, caractérisé en ce que l'agencement de grille (12') comprend un treillis en porte- à- faux (62, 64) entre deux poteaux (8 ; 10) et est fixé à chaque point de fixation à l'ossature de construction (4' ; 6'), lequel treillis (62, 64) a des rails supérieur (44') et inférieur (46') qui sont agencés à une certaine distance l'un de l'autre et qui, à proximité de chaque extrémité, sont raccordés à chaque poteau (8 ; 10).
  15. Ensemble selon la revendication 14, caractérisé en ce qu'à la fois les rails supérieur (44') et inférieur (46') se composent d'un câble.
  16. Ensemble selon la revendication 14, caractérisé en ce qu'à la fois les rails supérieur (44') et inférieur (46') se composent d'une courroie de tension.
  17. Ensemble selon l'une quelconque des revendications 14 à 16, caractérisé en ce que dans le cas de garde-corps (12') qui sont agencés des deux côtés d'un pilier (6') dans un coin, les poteaux (8', 10') dans le coin sont assemblés (56').
  18. Ensemble selon l'une quelconque des revendications 14 à 16, caractérisé en ce dans le cas de garde-corps (12') d'un côté d'un pilier (4) dans un coin, le poteau (8', 10') dans le coin est étayé au moyen d'un étai (70) ancré au niveau de la partie de fixation (16) de l'attache au poteau (18) et s'étendant vers la partie supérieure du poteau.
  19. Ensemble selon la revendication 18, caractérisé en ce que l'étai (70) est étayé au moyen d'une partie de fixation séparée (16).
EP01850099A 2000-05-31 2001-05-30 Ensemble de garde-corps Expired - Lifetime EP1160395B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
SE0002023 2000-05-31
SE0002023A SE0002023D0 (sv) 2000-05-31 2000-05-31 Anordning vid skyddsräcken

Publications (3)

Publication Number Publication Date
EP1160395A2 EP1160395A2 (fr) 2001-12-05
EP1160395A3 EP1160395A3 (fr) 2004-01-07
EP1160395B1 true EP1160395B1 (fr) 2010-08-18

Family

ID=20279900

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01850099A Expired - Lifetime EP1160395B1 (fr) 2000-05-31 2001-05-30 Ensemble de garde-corps

Country Status (4)

Country Link
EP (1) EP1160395B1 (fr)
AT (1) ATE478212T1 (fr)
DE (1) DE60142816D1 (fr)
SE (1) SE0002023D0 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202015100594U1 (de) 2015-02-09 2015-04-15 SafetyNet GmbH Sicherungssystem für den Hochbau
DE102015101788A1 (de) 2015-02-09 2016-08-11 SafetyNet GmbH Sicherheitssystem für den Hochbau und dessen Verwendung

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2258353B1 (es) * 2002-10-28 2007-05-01 Jose Maria Caballero Muñoz Perfeccionamientos introducidos en los sistemas para colocacion de redes de proteccion para la seguridad en el trabajo.
FR2938568B1 (fr) * 2008-11-17 2013-04-05 Fehr Dispositif pour la mise en place d'un garde-corps sur un mur
CN102116085B (zh) * 2011-01-17 2012-10-03 中国建筑第四工程局有限公司 不对称钢悬挂结构钢管柱外包结构的施工方法及脚手架
NL2017004B1 (nl) * 2016-06-20 2018-01-04 Totaaldak Dakbedekking B V Valbeveiliging
CN107012949B (zh) * 2017-05-10 2019-06-07 中国建筑第二工程局有限公司 一种大跨度钢连廊的提升方法
US11993942B2 (en) * 2021-07-15 2024-05-28 Mj Engineering & Design Safety cable system

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1447478A (en) * 1972-12-09 1976-08-25 Kwikform Ltd Scaffolding and like constructions
GB2113285B (en) * 1982-01-19 1985-08-14 Turnerised Roofing Roof scaffolding
BE1000428A4 (fr) * 1987-03-24 1988-12-06 Palm S P R L T Dispositif de protection contre les chutes.
US4892169A (en) * 1989-02-21 1990-01-09 Sinco, Inc. Perimeter debris net lifting system
ATE83024T1 (de) * 1989-09-14 1992-12-15 Weurtwand Exploitatie Absturzsicherungsvorrichtung fuer daecher.
DE29808956U1 (de) * 1998-05-20 1999-09-30 Fritz, Hubert, 87746 Erkheim Befestigungsvorrichtung
NL1019494C1 (nl) 2000-12-05 2002-06-06 Hesja Dakrandbeveiliging B V Werkwijze en inrichting voor het aan een gevel bevestigen van een draaggestel.

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202015100594U1 (de) 2015-02-09 2015-04-15 SafetyNet GmbH Sicherungssystem für den Hochbau
DE102015101788A1 (de) 2015-02-09 2016-08-11 SafetyNet GmbH Sicherheitssystem für den Hochbau und dessen Verwendung
DE102015101788B4 (de) 2015-02-09 2022-06-30 SafetyNet GmbH Sicherheitssystem für den Hochbau und dessen Verwendung

Also Published As

Publication number Publication date
DE60142816D1 (de) 2010-09-30
EP1160395A3 (fr) 2004-01-07
SE0002023D0 (sv) 2000-05-31
EP1160395A2 (fr) 2001-12-05
ATE478212T1 (de) 2010-09-15

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