EP1160395B1 - Geländersystem - Google Patents

Geländersystem 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
English (en)
French (fr)
Other versions
EP1160395A3 (de
EP1160395A2 (de
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/de
Publication of EP1160395A3 publication Critical patent/EP1160395A3/de
Application granted granted Critical
Publication of EP1160395B1 publication Critical patent/EP1160395B1/de
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)
  • Bridges Or Land Bridges (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Steps, Ramps, And Handrails (AREA)
  • Platform Screen Doors And Railroad Systems (AREA)
  • Prostheses (AREA)
  • Diaphragms For Electromechanical Transducers (AREA)

Claims (19)

  1. Anordnung von Führungsschienen (2) mit Pfosten (8; 10), einer Abschirmanordnung (12), die durch die Pfosten gelagert ist, und Befestigungsanordnungen (14), wobei die Befestigungsanordnung (14) ein Sicherheitsteil (16) und eine Pfostenanbringung (18) umfasst, die an dem Sicherheitsteil mittels einer Rahmenkonstruktion von länglichen ersten (28) und zweiten (30) Rohrelementen gekoppelt ist, die miteinander in einer Entfernung voneinander verbunden sind, die zumindest an einem Ende so ausgestaltet sind, dass sie jeden Pfosten (8; 10) lagern und die so konfiguriert sind, dass sie in der zusammengebauten Position mit der Rahmenkonstruktion der länglichen Elemente (28; 30) in einer Vertikalebene quer relativ zu der Abschirmanordnung (12) liegend, orientiert sind,
    dadurch gekennzeichnet, dass
    der Sicherungsteil (16) so konfiguriert ist, dass er direkt an einer Säule (4; 6) in einem Gebäuderahmen verankert ist und dass das erste Rohrelement (28) eine erste Pfostenhülse (32) aufweist, die koaxial mit einem ersten Ende ist, und an dem anderen Ende eine zweite entgegen dem zweiten Rohrelement (30) gewinkelte Pfostenhülse (34) aufweist und dadurch, dass die zweite Pfostenhülse (34) um zumindest 15° gewinkelt ist.
  2. Anordnung nach Anspruch 1, dadurch gekennzeichnet, dass die Rohrelemente (28, 30) im Wesentlichen parallel sind und ihre Entfernung voneinander wird auf die Länge der Pfostenanbringung (18) zwischen den Pfostenhülsen mit einem Verhältnis von zumindest 1 zu 20 bezogen.
  3. Anordnung nach einem der Ansprüche 1 oder 2, dadurch gekennzeichnet, dass das erste Rohrelement (28) mit dem zweiten Rohrelement mittels zumindest einem ersten (36), zweiten (38) und dritten (40) Versteifungselement jeweils an den ersten und zweiten Enden und an etwa dem Zentrum der Pfostenanbringung (18) verbunden ist.
  4. Anordnung nach Anspruch 3, dadurch gekennzeichnet, dass das erste (36) und zweite (38) Versteifungselement einen stumpfen Winkel zu dem zweiten Rohrelement (30) ausbildet und das dritte Versteifungselement (40) einen rechten Winkel zu sowohl dem ersten (28) als auch dem zweiten (30) Rohrelementen ausbildet.
  5. Anordnung nach Anspruch 4, dadurch gekennzeichnet, dass der stumpfe Winkel zwischen 110° und 130° liegt.
  6. Anordnung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass der Sicherungsteil (16) aus einem quadratischen Rohr (20) hergestellt ist, an das zwei Verbindungsrohre (22) jeweils an einem Ende geschweißt sind, dadurch, dass an der gegenüberliegenden Seite des quadratischen Rohrs zwei Winkelbügel (24) geschweißt sind, welche aus U-Profilen konstruiert sind, für das Lagern einer rechtwinkligen Säule (4, 6), und dadurch, dass Spanngürtel (26) mit Spannrollen an den freien Enden der Winkelbügel befestigt sind.
  7. Anordnung nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, dass der Sicherungsteil (16') aus zwei Stahlhohlklemmen (60) hergestellt ist, an dem zwei Verbindungsrohre (22') in einer solchen Art montiert sind, dass die Verbindungsrohre (22') im Wesentlichen in rechten Winkeln zu der Abschirmanordnung (12') hervorstehen, wobei der Sicherungsteil (16') mittels der Stahlhohlklemmen (60) montiert wird, die eng an die Flansche der jeweiligen Stahlsäulen (4', 6') geklemmt sind.
  8. Anordnung nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, dass der Sicherungsteil (16") aus zwei Verbindungsrohren (22") hergestellt ist, welche mit Schrauben (66) versehen sind, welche an die Sicherungssitze (68) in der Form von entsprechenden Gewindelöchern, die in der Säule (4") angeordnet sind, festgeschraubt werden.
  9. Anordnung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Abschirmanordnung (12) einen Auslegerrahmen (42) umfasst, welcher an jedem Anbringpunkt an dem Gebäuderahmen (4; 6) zwischen den zwei Pfosten (8; 10) abgesichert ist, und welcher obere (44) und untere (46) Balken aufweist, welche in einer Entfernung voneinander angeordnet sind und nahe an jedem Ende mit jedem Pfosten (8; 10) verbunden sind, und mit Querversteifungsrohren (48), die in einer vorbestimmten Verteilung zwischen den Pfosten angeordnete sind.
  10. Anordnung nach Anspruch 9, dadurch gekennzeichnet, dass ein Zehbretthalter (52) für das Lagern eines Zehbretts (54) von jedem der Versteifungsrohre (48) aufgehängt werden kann.
  11. Anordnung nach Anspruch 9 oder 10, dadurch gekennzeichnet, dass an der Seite von jedem Versteifungsrohr (48), weg von dem Gebäuderahmen (4; 6) gerichtet, der Auslegerrahmen (42) einen zentralen Balken (58) aufweist, welcher mit dem zentralen Abschnitt von jedem Versteifungsrohr (48) mittels eines Verbindungsrohrs (46) in einer solchen Art verbunden ist, dass das Verbindungsrohr (56) in einer vertikalen Ebene quer relativ zu den oberen (44) und unteren (46) Balken angeordnet ist.
  12. Anordnung nach Anspruch 11, dadurch gekennzeichnet, dass der zentrale Balken (58) im Wesentlichen parallel zu dem oberen (44) und unteren (46) Balken ist und in einer Entfernung von den Pfosten (8; 10) und den Versteifungsrohren (48) in einer horizontalen Ebene quer relativ zu denselben angeordnet ist.
  13. Anordnung nach Anspruch 11 oder 12, dadurch gekennzeichnet, dass der zentrale Balken (58) mittels seines Verbindungsrohrs (56) mit jedem Pfosten (8; 10) verbunden ist.
  14. Anordnung nach einem der Ansprüche 1 bis 8, dadurch gekennzeichnet, dass die Abschirmanordnung (12') ein Auslegernetzwerk (62, 64) zwischen den zwei Pfosten (8; 10) umfasst und die an jedem Anbringungspunkt des Gebäuderahmens (4'; 6') abgesichert sind, wobei die Netzwerke (62, 64) obere (44') und untere (46') Läufer aufweisen, welche in einer Entfernung voneinander angeordnet sind und welche nahe an den Enden mit jedem Pfosten (8; 10) verbunden sind.
  15. Anordnung nach Anspruch 14, dadurch gekennzeichnet, dass sowohl der obere (44') als auch der untere (46') Läufer aus einem Draht bestehen.
  16. Anordnung nach Anspruch 14, dadurch gekennzeichnet, dass sowohl der obere (44') als auch der untere (46') Läufer aus einem Spanngürtel bestehen.
  17. Anordnung nach einem der Ansprüche 14 bis 16, dadurch gekennzeichnet, dass im Fall der Führungsschienen (12'), welche an beiden Seiten an einer Säule (6') an einer Ecke angeordnet sind, die Pfosten (8', 10') in der Ecke miteinander verbunden sind (56').
  18. Anordnung nach einem der Ansprüche 14 bis 16, dadurch gekennzeichnet, dass im Fall der Führungsschienen (12') an einer Seite der Säule (4) in einer Ecke, der Pfosten (8', 10') in der Ecke mittels einer Abstützung (70) abgestützt ist, die an einem Sicherungsteil (16) der Pfostenanbringung (18) verankert ist und sich zu der Spitze des Pfostens erstreckt.
  19. Anordnung nach Anspruch 18, dadurch gekennzeichnet, dass die Abstützung (70) mittels eines separaten Sicherungsteils (16) abgestützt ist.
EP01850099A 2000-05-31 2001-05-30 Geländersystem Expired - Lifetime EP1160395B1 (de)

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 (de) 2001-12-05
EP1160395A3 EP1160395A3 (de) 2004-01-07
EP1160395B1 true EP1160395B1 (de) 2010-08-18

Family

ID=20279900

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01850099A Expired - Lifetime EP1160395B1 (de) 2000-05-31 2001-05-30 Geländersystem

Country Status (4)

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

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

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