EP1346754B1 - Structure d'arrimage notamment pour la sécurité - Google Patents
Structure d'arrimage notamment pour la sécurité Download PDFInfo
- Publication number
- EP1346754B1 EP1346754B1 EP03370010A EP03370010A EP1346754B1 EP 1346754 B1 EP1346754 B1 EP 1346754B1 EP 03370010 A EP03370010 A EP 03370010A EP 03370010 A EP03370010 A EP 03370010A EP 1346754 B1 EP1346754 B1 EP 1346754B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- support
- structure according
- securing structure
- shuttle
- section
- 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
Links
- 238000004873 anchoring Methods 0.000 claims description 5
- 241000282472 Canis lupus familiaris Species 0.000 claims 3
- 238000007665 sagging Methods 0.000 claims 1
- 238000005728 strengthening Methods 0.000 claims 1
- 238000003466 welding Methods 0.000 claims 1
- 230000004224 protection Effects 0.000 description 8
- 238000012360 testing method Methods 0.000 description 3
- 238000013519 translation Methods 0.000 description 3
- 230000004888 barrier function Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000000670 limiting effect Effects 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- VYOSDBOYHTYQFS-UHFFFAOYSA-N C1C(C=C2)=CC2=C1 Chemical compound C1C(C=C2)=CC2=C1 VYOSDBOYHTYQFS-UHFFFAOYSA-N 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000002513 implantation Methods 0.000 description 1
- 230000002452 interceptive effect Effects 0.000 description 1
- 208000018883 loss of balance Diseases 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 230000000737 periodic effect Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 230000002829 reductive effect Effects 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Images
Classifications
-
- A—HUMAN NECESSITIES
- A62—LIFE-SAVING; FIRE-FIGHTING
- A62B—DEVICES, APPARATUS OR METHODS FOR LIFE-SAVING
- A62B35/00—Safety belts or body harnesses; Similar equipment for limiting displacement of the human body, especially in case of sudden changes of motion
- A62B35/0081—Equipment which can travel along the length of a lifeline, e.g. travelers
- A62B35/0087—Arrangements for bypassing lifeline supports without lanyard disconnection
-
- A—HUMAN NECESSITIES
- A62—LIFE-SAVING; FIRE-FIGHTING
- A62B—DEVICES, APPARATUS OR METHODS FOR LIFE-SAVING
- A62B35/00—Safety belts or body harnesses; Similar equipment for limiting displacement of the human body, especially in case of sudden changes of motion
- A62B35/0043—Lifelines, lanyards, and anchors therefore
- A62B35/0056—Horizontal lifelines
-
- 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
- E04G21/3261—Safety-nets; Safety mattresses; Arrangements on buildings for connecting safety-lines
- E04G21/3276—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
- E04G21/3261—Safety-nets; Safety mattresses; Arrangements on buildings for connecting safety-lines
- E04G21/3295—Guide tracks for safety lines
Definitions
- the invention relates to a known securing structure still under the name line of life.
- anchor points are made up of pieces anchored in the building and wearing a ring or by life lines installed on the terraces of buildings for cleaning or other services.
- the work area of the anchor points being limited by the length of the cable connecting the harness to the said anchor, we use more frequently a lifeline.
- a lifeline consists of two anchor points between which is stretched a cable.
- a tensioner makes it possible to adjust the tension of the cable.
- Rings carried by intermediate supports sometimes avoid that the cable has an arrow but generally one avoids their use because they do not allow more to move freely along the cable.
- the cable then comprises a dissipating device of the stress exerted on the cable when stopping the fall, so that the energy transmitted to the cable and acting on the anchor points is no longer instantaneous.
- This monitoring requires tests, periodic checks of the cables and accessories or even before use.
- the safety rules require that a resistance test be carried out periodically, especially before use, but when it undergoes a test of resistance, the cable then sees its resistance capacity decreased.
- This structure is placed on a terrace.
- a stakeholder can hang on a stretch but can not move from one section to another.
- the invention therefore proposes to provide a solution to the problems especially mentioned above.
- the subject of the invention is a stowage structure still called a lifeline this structure being characterized in that it consists of a part by assembling sections of rigid tubular section fitted together at each end on a finger that has the head of a support intended to be anchored on a supporting structure so as to form a continuous rail without extra thickness and other the head of this support is, in its connection zone with the support, thick lower than the section of the tubular section so as to allow a free flow of shuttle clutching the rail.
- This carabiner then surrounds the stowage structure still called lifeline.
- This stowage structure is located, for example, on a wall or on a roof of preferably at a short distance from the surface of the wall or roof.
- a distance of thirty to forty centimeters is still considered a short distance.
- the invention consists on the one hand by assembling sections 1A of rigid tubular profiles fitted at each end on a finger 5A that the head 20 of a support intended to be anchored on a supporting structure in kind of forming a continuous rail without extra thickness and secondly the head 20 of this support is, in its zone 21 of connection with the support thickness, less than the section of the tubular section in order to allow a shuttling shuttle to circulate freely the rail.
- the fixing of the ends is done by interlocking the ends and possibly by locking in translation.
- the tube can thus be cut on the spot to the desired length according to the implantation of the supports which must take into account the resistance of the structure carrier and therefore areas where potentially these supports can be fixed.
- the locking in translation is done, for example, by a weld or by a bolt passing through but not increasing the thickness of the rail.
- Nesting 5 will be longer than necessary and which can be determined according to the elastic bending capacity of the profile between the two points of support and load to bear. It will be of the order of at least 150 mm.
- Tubular sections for example made of stainless steel, are used. the end comes to cap a finger 5A carried by a support.
- the tubular section has a continuous and unopened outer surface as would be a profile in Ce.
- each profile is generally established in dimensions at maximum of two to three meters.
- the attachment device 2 consists of a shuttle 2A which is in the form of a cylinder presenting along a generatrix an opening 10 wide enough to cross the heads of the supports carrying the fingers 5A, which fingers 5A are at the upper end of the head of support 3.
- This shuttle crosses the supports without falling off the rail.
- the envelope is not of constant section.
- the entry 12 of the shuttle extends over approximately a semicircle while its central portion 11 extends over three quarters of the circle.
- FIG. 18 there is shown a shuttle used when the structure lashing is attached to a ceiling.
- the shuttle of FIG. 19 is intended for a lashing structure fixed on a vertical wall.
- the support 3 may be of circular section, it will preferably be of section ovoid so that by slimming the part connecting the fingers to the vertical part this will facilitate, with the shape of the opening of the shuttle, the orientation of the shuttle to cross the supports.
- This ovoid shape of the binding zone is determined to distribute the efforts.
- an open reinforcement ring 13 on which there will be provided at least an anchor point for a carabiner and, preferably, two anchors.
- This ring helps strengthen the shuttle and prevents it from opening.
- the anchor points for the attachment of the rope connecting the harness and the shuttle can be directly carried by the cylindrical shape.
- the supports 3 will carry at their ends the fingers 5A oriented in opposite directions.
- a chamfer 15 allows, for example, to weld the tubes on the fingers without leave extra thickness.
- brackets 3 bent to be fixed, for example, on vertical walls.
- this line of life is first and foremost that it can be controlled with a period, between each control, much more important because the profile is not subject to corrosion in the same proportions as a cable and this tube does not deform dimensionally.
- lifelines can be integrated in the building's architecture and, for example, constitute snowstops and, ladder stowage points during maintenance or help.
- These rigid structures make it possible to ensure different materials, such as scaffolding or other suspended product.
- the support will include a head 20 support having one or two fingers and a connection zone with a base.
- connection zone comprises at its base means of association with a support adapted to the chosen configuration.
- FIGS. 6 to 12 show different supports adapted to regularly encountered non-limiting configurations of the possibilities.
- Figure 6 shows a solution for the flat roof
- Figure 7 a solution for the terrace.
- Figure 8 is for the ridge, Figure 9 for the steel tray, Figure 10 for a acroterium and in figure 11 a pose in facade.
- FIG. 12 is intended, for example, to be placed inside premises at level of ceilings, especially industrial halls.
- the advantage is to have a part 20, the support head 20, whose resistance is known or calculated previously and which can, through a support 3 adapted, be integrated in a construction without interfering with aesthetics. All the components of this structure will have its resistance well known mechanics which will facilitate the work of architects.
Landscapes
- Architecture (AREA)
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Mechanical Engineering (AREA)
- Emergency Management (AREA)
- Health & Medical Sciences (AREA)
- Business, Economics & Management (AREA)
- General Health & Medical Sciences (AREA)
- Emergency Lowering Means (AREA)
- Tents Or Canopies (AREA)
- Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (AREA)
- Diaphragms For Electromechanical Transducers (AREA)
- Hardware Redundancy (AREA)
Description
- figure 1 : une coupe verticale d'une structure d'arrimage,
- figure 2 : un exemple de structure
- figure 3 : un support vu de face
- figure 4 : un support vue de profil,
- figure 5 : un support vu de dessus,
- figures 6 à 12 : différents montage d'une tête de support avec un support différent.
- figure 13 : une navette vue en perspective,
- figure 14 : une navette vue de dessus,
- figure 15 : une autre variante d'un support.
- figures 16 et 17 : deux exemples d'habitations équipées de la structure d'arrimage.
- figures 18,19 : deux variantes de navette.
- d'une part, ne sont plus essentiellement des efforts de traction dans le sens de l'axe du profilé et,
- d'autre part, ne sont pas induits par la tension de l'élément longiligne.
Claims (10)
- Structure d'arrimage destinée à recevoir éventuellement un mousqueton ceignant ladite ligne caractérisée en ce qu'elle est constituée d'une part par assemblage de tronçons (1A) de profilés tubulaires rigides emboítés à chaque extrémité sur un doigt (5A) que présente la tête (20) d'un support destiné à être ancré sur une structure porteuse en sorte de former un rail continu sans surépaisseur et d'autre part la tête (20) de ce support est, dans sa zone (21) de liaison avec le support, d'épaisseur inférieure à la section du profilé tubulaire en vue de laisser circuler librement une navette enserrant le rail.
- Structure d'arrimage selon la revendication 1 caractérisée ce que les tronçons sont verrouillés en translation par une soudure.
- Structure d'arrimage selon la revendication 1 caractérisée en ce que les tronçons sont verrouillés en translation par un boulon traversant.
- Structure d'arrimage selon la revendication 1 caractérisée en ce que l'emboítement (5) est plus long que celui nécessaire et il est déterminé en fonction de la capacité de flexion élastique du profilé et de la charge à supporter.
- Structure d'arrimage selon la revendication 1 caractérisée en ce qu'elle comprend un dispositif d'accrochage (2) constitué par une navette (2A) qui se présente sous la forme d'un cylindre présentant au long d'une génératrice une ouverture (10) suffisamment large pour franchir les supports portant les doigts (5A), lesquels doigts (5A) se situent à l'extrémité supérieure du support (3).
- Structure d'arrimage selon la revendication 5 caractérisée en ce que l'ouverture de la navette (2A) est, depuis une zone centrale (11), croissante.
- Structure d'arrimage selon la revendication 5 caractérisée en ce que, cerclant la forme cylindrique, est prévu un anneau (13) ouvert de renfort sur lequel est prévu au moins un point (14) d'ancrage pour un mousqueton.
- Structure d'arrimage selon la revendication 5 caractérisée en ce que la navette (2A) présente deux points d'ancrage.
- Structure d'arrimage selon la revendication 1 caractérisée en ce que le support (3) est de section ovoïde.
- Structure d'arrimage selon la revendication 1 caractérisée en ce que le support comprendra une tête (20) de support présentant un ou deux doigts et d'une zone de liaison avec un support, cette zone de liaison comprenant à sa base des moyens d'association avec un support adapté à la configuration choisie.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR0203403A FR2837395B1 (fr) | 2002-03-19 | 2002-03-19 | Ligne de vie |
FR0203403 | 2002-03-19 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1346754A1 EP1346754A1 (fr) | 2003-09-24 |
EP1346754B1 true EP1346754B1 (fr) | 2005-09-07 |
Family
ID=27772239
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP03370010A Expired - Lifetime EP1346754B1 (fr) | 2002-03-19 | 2003-03-17 | Structure d'arrimage notamment pour la sécurité |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP1346754B1 (fr) |
AT (1) | ATE303849T1 (fr) |
DE (1) | DE60301511T2 (fr) |
ES (1) | ES2249700T3 (fr) |
FR (1) | FR2837395B1 (fr) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ES2297984B1 (es) * | 2005-07-29 | 2009-07-20 | Juan Carlos Gonzalez Camara | Sistema de seguridad anticaidas con carril de anclaje para estructuras de hormigon. |
DE202008013783U1 (de) * | 2008-11-17 | 2010-01-07 | Jet Tageslicht & Rwa Gmbh | Vorrichtung zur Personensicherung gegen Absturz |
Family Cites Families (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR735223A (fr) * | 1932-04-11 | 1932-11-04 | Appareil servant à fixer solidement sur les toitures, les bois ou madriers destinés à tenir en suspens les échafaudages volants | |
US2150651A (en) * | 1935-05-18 | 1939-03-14 | Vulcan Rail And Construction C | Railing and manufacture thereof |
GB1287186A (en) * | 1970-03-11 | 1972-08-31 | E St John Holt And Associates | Guard rail support |
DE2343233A1 (de) * | 1973-08-28 | 1975-03-13 | Ertl Kg Baustoffwerk | Absturzsicherung |
WO1992006259A1 (fr) * | 1990-10-09 | 1992-04-16 | John Clement Preston | Joint de blocage pour tubage et fixation de toile |
DE9015002U1 (de) * | 1990-10-31 | 1991-01-10 | Eisen- Und Drahtwerk Erlau Ag, 7080 Aalen | Bausatz zum Herstellen von Griffen, Handläufen, Abschrankungen, Kleinmöbeln und dgl. |
DE4204861C1 (en) * | 1992-02-18 | 1993-03-18 | Brueder Siegel Gmbh & Co Kg Draht- Und Metallwarenfabrik, 8874 Leipheim, De | Guide rail fastened to floor - has special curved fittings to go round corners in corridors or factory premises |
DE69306356T2 (de) * | 1992-07-02 | 1997-05-28 | David S Gleave | Sicherheitsvorrichtung |
DE9311347U1 (de) * | 1992-09-15 | 1993-09-23 | Wanzl Gmbh & Co. Entwicklungs-Kg, 89340 Leipheim | Einrichtung zum schutz von ladenmoebeln |
EP0669436A1 (fr) * | 1994-02-23 | 1995-08-30 | Ferdinand Steffen | Dispositif pour fixer un échafaudage de sécurité à une toiture |
GB9704662D0 (en) * | 1997-03-06 | 1997-04-23 | Gleave David | Safety rail traveller |
-
2002
- 2002-03-19 FR FR0203403A patent/FR2837395B1/fr not_active Expired - Fee Related
-
2003
- 2003-03-17 DE DE60301511T patent/DE60301511T2/de not_active Expired - Lifetime
- 2003-03-17 AT AT03370010T patent/ATE303849T1/de not_active IP Right Cessation
- 2003-03-17 EP EP03370010A patent/EP1346754B1/fr not_active Expired - Lifetime
- 2003-03-17 ES ES03370010T patent/ES2249700T3/es not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
EP1346754A1 (fr) | 2003-09-24 |
ATE303849T1 (de) | 2005-09-15 |
DE60301511D1 (de) | 2005-10-13 |
FR2837395A1 (fr) | 2003-09-26 |
DE60301511T2 (de) | 2006-07-13 |
ES2249700T3 (es) | 2006-04-01 |
FR2837395B1 (fr) | 2004-07-09 |
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