EP2823860B1 - Système de sécurité pour personnes - Google Patents
Système de sécurité pour personnes Download PDFInfo
- Publication number
- EP2823860B1 EP2823860B1 EP13176202.3A EP13176202A EP2823860B1 EP 2823860 B1 EP2823860 B1 EP 2823860B1 EP 13176202 A EP13176202 A EP 13176202A EP 2823860 B1 EP2823860 B1 EP 2823860B1
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- EP
- European Patent Office
- Prior art keywords
- safety
- anchoring
- persons
- base
- safety system
- 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.)
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Classifications
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- 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
- A62B35/0068—Anchors
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- 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
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- 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
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- 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
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- 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
- E04G21/3223—Means supported by building floors or flat roofs, e.g. safety railings
- E04G21/3233—Means supported by building floors or flat roofs, e.g. safety railings without permanent provision in the floor or roof
- E04G21/3238—Means supported by building floors or flat roofs, e.g. safety railings without permanent provision in the floor or roof using counterweights
Definitions
- the invention relates to a personal safety system comprising a safety guy line for securing persons from falling, for example on a construction site.
- Such a safety guy line is for example from the GB 2 269 623 A known.
- the safety guy line is stretched between two girders of a scaffold. It consists of two loops, which are placed around each one of the carrier and a band which extends between the two loops.
- the band is preloaded with a tensioning element.
- the band consists of two band members which extend on both sides of the tension member and are interconnected by the tension member.
- the tensioning element is mounted on one end of a first band element.
- a second band element is inserted in the clamping element.
- the second band element is guided around a winch in the clamping element and can be biased by means of a movable handle.
- the second band member may be biased with the first band member such that a variable length safety tension cord is obtained. That is, it is possible to clamp a safety guy in a scaffold with variable carrier distances between any two adjacent carriers.
- the safety guy line has a span length that can be between a maximum span length and a minimum
- the safety guy of the GB 2 269 623 A can be used if the building already has a framework structure that allows attachment of the safety guy line to existing carriers. This safety guy line can therefore not be used for securing persons who work on ceiling areas, in particular slab formwork, roofs or on bridges or the like, because the carriers for the attachment of the safety guy (not) exist.
- US2010 / 0126801 For work on ceiling areas, roofs, bridges and the like systems have been developed, as for example in the US2010 / 0126801 to be discribed. That in the document US2010 / 0126801 described security system comprises a crane-like framework structure, which is installed in the foundation of the building and / or anchored there.
- the crane-like framework structure consists of a vertical support to which a cross member extending in the horizontal direction is attached.
- the cross member may be rotatable about the axis of the vertical support.
- the cross member includes a rail along which a receiving element for a rope or a tensioning line is slidably mounted in the longitudinal direction of the cross member.
- the tension line may be connected at the other end to a person's personal safety equipment.
- the suspension device can be, for example, a carabiner that can be connected to a person wearing a harness. The person can thus move in a radius which corresponds approximately to the length of the cross member.
- This solution is well suited for local, ie spatially limited, work that does not require shifting the crane-like framework structure to another work site. Because the dismantling of the crane-like framework structure at one work site and its construction at another work site can be associated with a greater effort.
- the docking point of the guy line can be at any point on any horizontal pole.
- the greatest length has the tension line as it extends along the diagonal connecting two post members which are not connected by the horizontal bars. In this way, the total length of the tension line can be shortened, which no longer corresponds to the circumference of the quadrangle, but the diagonal of the quadrangle.
- a security system with a cable whose length is changeable, is in the US 6 036 146 A shown.
- the cable can be wound on or unwound at one end by means of a cable reel so that the length of the cable can be adjusted depending on the desired spacing of the abutments.
- the present invention has for its object to provide a personal security system, which can be easily and quickly at any point on a substantially horizontal surface, such as a building ceiling or a bridge, constructed and which includes a safety guy line, their position with a few assembly steps easy can be changed.
- a personal security system is disposed on a substantially horizontal ground, such as a building ceiling or bridge, and includes a safety guy line and a first anchoring element and a second anchoring element.
- the safety cocking line extends from the first anchoring element to the second anchoring element and is tensioned by means of a tensioning element.
- the safety guy When the safety guy is taut, it barely sags. This means that over a length of 10 m, the maximum deviation of the center line passing through the safety tension line from the horizontal connecting line between the two anchor points on the anchoring elements is no more than 10 cm.
- the anchoring elements are movable relative to the ground.
- the anchoring elements are movable with little effort on the ground, any point of the building ceiling or the bridge or any other large-scale work surface can be edited without significant loss of time.
- the anchoring elements can be lifted with transport equipment and brought to their new location.
- the safety tension cord can be adjusted in its length to the distance between the anchoring elements.
- the length of the safety guy line is variable.
- the length of the Safety tension line can be adjusted with the help of the tension element.
- the safety tension line may in particular comprise a first band element and a second band element.
- the first band element and the second band element are accommodated in the tensioning element.
- the two band elements extend to both sides of the clamping element and are interconnected by the clamping element.
- the tensioning element is mounted on one end of a first band element, in particular it forms a band loop.
- the end of the second band element is inserted into the clamping element.
- the second band element is guided around a winch in the clamping element and can be biased by means of a movable handle.
- the second band element can also be held and tensioned by repeated deflection in the clamping element by the frictional force between the individual layers of the band member.
- the second band member may be biased with the first band member such that a part of the second band member is pulled by the tension member, and thus a shortened safety guy line is obtained.
- the piece adjacent the end of the second band member may be wound up or stored in a suitable bag. Therefore, it is possible to clamp a safety guy in a stand with variable carrier distances between any two adjacent carriers.
- the safety guy line has a span length that can be between a maximum span length and a minimum span length.
- the minimum clamping length can be 1 m, the maximum clamping length up to 100 m, in particular the minimum clamping length can be 1 m and a maximum of 60 m.
- the span length can be in a range of 1 to 20 m inclusive.
- the tensioning element respectively opposite ends of the band members have loops. In these loops, a connecting element can be added. This connecting element may be a carabiner. The connecting element serves to connect the band element to the receiving element of the anchoring element.
- Each of the anchoring elements may have a dead weight of at least 500 kg. According to current regulations, a person must be secured by at least 1500 kg, which is advantageously divided into 750 kg per anchoring element. If several people at the Safety tendon to work, either a plurality of anchoring elements can be used, or it can be used larger and heavier anchoring elements.
- the anchoring elements may have a base element which contains a plurality of stackable sub-elements.
- the anchoring element comprises a base element, a rod connected to the base element and a receiving element.
- the basic element may in particular comprise a concrete block. Such a basic element can be easily produced on site. Shuttering boards and concrete are already available raw materials for the production of a casting mold. In addition, rebars can be used.
- the basic element has, according to one embodiment, a recess.
- the recess is formed on the side of the base member facing the ground. This recess can serve to receive the arm or arms of a transport device.
- the anchoring element can be lifted with the help of the transport device, moved and placed in another location again.
- a plurality of recesses are provided, which are designed to be suitable for receiving the arms of a transport device.
- the anchoring element may be provided with a receiving element.
- the receiving element serves to receive one end of the safety tensioning line or a securing means which connects the receiving element with the safety tensioning line.
- the receiving element may be arranged in particular at the upper end of the rod.
- the receiving element has an annular holder which serves to receive a fastening element of the safety clamping line.
- the receiving element comprises an annular metal element.
- This annular metal element can be connected to a base plate.
- the receiving element therefore has a base plate on which the annular metal element is mounted.
- the base member has an opening for receiving a fastener of the rod. Through the opening, for example, a set screw or a screw or similar fastener can be performed.
- the receiving element is secured by the fastener to the rod.
- the rod in turn is connected to the base element, which serves as a counterweight for the introduced via the receiving element load when the suspended in the receiving element safety guy is claimed to train.
- the rod may for example comprise a base plate which is fixed on the surface of the base member.
- a bore may be arranged on an edge of the rod.
- it may be formed as a through hole.
- a fastening element for example a screw
- a retaining element for example a screw nut
- a method of operating a personal security system disposed on a substantially horizontal surface, such as a building ceiling or a bridge includes the following steps: a first step positioning a first anchoring element, in a second step a second anchoring element In position, in a third step, a safety tensioning line is tensioned between the first anchoring element and the second anchoring element, so that the safety tensioning line extends from the first anchoring element to the second anchoring element, and in a fourth step the safety tensioning line is prestressed by means of a tensioning element, so that a person with a fuse element can connect to the safety guy.
- the anchoring elements are moved relative to the ground when the Work has been completed to deploy the personal protection system elsewhere.
- the securing element may in particular be a carabiner.
- a personal security system 1 which consists of a safety tension line 2, a first anchoring element 3 and a second anchoring element 4.
- the safety cocking line 2 extends in the operating state from the first anchoring element 3 to the second anchoring element 4.
- the safety tensioning line 2 is prestressed by means of a tensioning element 5.
- the safety cocking line 2 consists of two band elements 6, 7, which extend on both sides of the clamping element 5 and which are interconnected by the clamping element.
- the clamping element 5 is firmly connected to one end 8 of the first band member 6.
- the second band element 7 is inserted into the clamping element.
- the second band member 7 is guided around a winch in the tensioning element and can be biased by means of a movable handle.
- the second band member 7 is movably mounted in the unloaded state in the clamping element 5, so that its length can be adjusted to the distance of the anchoring elements 3,4. As a result, the length of the safety guy 2 can be changed become.
- the safety guy line thus has a span length that can be between a maximum span length and a minimum span length.
- the second end 10 of the first band element has a loop 12.
- a carabiner 14 is suspended, which is inserted into an opening 32 of a receiving element 30 in order to attach the first band member to the anchoring element 3.
- the second end 11 of the second band element 7 has a loop 12.
- a carabiner 15 is suspended, which is inserted into an opening of a receiving element 40 to secure the second band member 7 on the anchoring element 4.
- a carabiner 16 On the safety guy line a carabiner 16 is hung, which is connected by a leash or rope 17 with a harness 18, which carries the person who is to be secured with the personal security system.
- Fig. 2a shows one of the anchoring elements 3, 4 according to a first embodiment in detail.
- the anchoring element 3 consists of a receiving element 30, a rod 33 and a base member 36th
- the receiving element 30 is an annular metal element 29 with a base plate 31.
- the base plate 31 may have an opening 28 through which a threaded pin 34 is guided.
- Fig. 7a this variant is shown.
- the receiving element is secured with a nut 35 on the threaded pin 34.
- the threaded pin 34 forms the upper end of the vertical rod 33.
- This rod 33 is connected to the base member 36, which serves as a counterweight.
- the rod may, for example, have a base plate 37 which is fixed on the surface of the base member 36.
- the base element has two mutually parallel recesses 39, which are configured as a rectangular, downwardly open channel. These recesses serve to receive arms of a transport device, by means of which the anchoring element 3 can be lifted and transported.
- the anchoring element is thus easily movable with conventional transport equipment such as forklifts.
- Such transport devices are on a construction site for the transport of Pallets stored loads usually available, so that such an anchoring element can be moved without much effort by resorting to existing tools to another position.
- the personal security system When working on ceiling structures, roofs or bridges, in which a horizontal surface at a height of a minimum of 2 m, in particular 3 m according to the Swiss regulations of SUVA and GAV to be covered with a ceiling element, thus the personal security system can be easily nachgeschoben if the Working for a part are finished. On the already completed ceiling elements, the personal security system can be placed to provide a backup during the manufacture of another ceiling element.
- Fig. 2b shows the rod 33 and the base member 36 of Fig. 2a in a perspective view.
- the rod 33 is here arranged eccentrically with respect to the center of mass of the base member.
- the position of the rod 33 can vary as long as it is ensured that the rod 33 can be fastened on the base element.
- the rod could also be attached to the side of the base element, which is not shown in the drawing.
- the rod is connected to a base plate 37, for example by means of a welded connection.
- the base plate 37 has openings 38 which can receive a corresponding number of screws, which have been omitted in the present illustration for the sake of simplicity.
- the base member 36 also has two mutually parallel recesses formed in the form of downwardly open channels. According to this embodiment, the recesses 39 do not extend over the entire length of the base member 36. Alternatively, the recesses may extend over the entire length of the base member, which in the Fig. 3-5 is shown.
- Fig. 3 shows a variant of an anchoring element, in which a rod 33 is poured into the anchoring element 3.
- the base member 36 may be parallelepiped or may be in the shape of a hemisphere or a half cylinder or a combination of these shapes.
- the surface of the Base element 36 formed edge-free sin to reduce the risk of injury.
- the rod 33 remains firmly connected to the base member 36 according to this embodiment and is not removable.
- the rod 33 also has a base member 44 as anchoring, which is molded with, so that it is avoided that the cast-rod can be pulled out under tensile load from the base member 36.
- Fig. 4 shows a variant according to which a rod 33 is inserted in a through hole 41 of the base member 36.
- the rod has a flange 42 which defines the position of the rod.
- the flange may have holes by means of which it can be fastened on the base element.
- the rod may have an external thread, so that it can be fastened by means of a nut 43 in order to secure it in its installed position.
- the rod could have a horizontal bore at the bottom end into which a pin or wedge is received.
- the pin or wedge has a greater length compared to the diameter of the bore 41, therefore, the rod is held by the pin or wedge in its installed position. This variant is not shown in the drawing.
- the nut or the pin are accessible via the recesses 39.
- the recesses 39 extend in this embodiment from the front edge to the trailing edge of the base member 36th
- Fig. 5 shows a variant according to which a loop is wound around the base element.
- This loop 45 can serve both the attachment of the end of the safety guy line, as well as be designed as a receiving element for a crane hook.
- This simple solution can be dispensed with the installation of a separate transport hook on the base element.
- only a single recess 39 is provided.
- This recess has a sufficient width to accommodate two transport arms of a transport device.
- the recess may have a groove for receiving the loop.
- the loop 45 consists of two bands 46, 47, which are wound around the base member.
- the bands form a loop 48 through which the bands are pulled.
- the free end 49 of the loop which in the present illustration is drawn as a standing loop for better understanding, can be connected via a carabiner to the end of the safety tension line or one of the loops of the band elements 6, 7.
- the anchoring element It is also possible to equip the anchoring element with a transport hook, which allows the lifting and movement of the anchoring element by means of a crane.
- a crane hook or a sling that leads to a crane hook can be hooked into the transport hook.
- Fig. 6 shows one of the anchoring elements 3, 4 according to a fifth embodiment in detail.
- the anchoring element 3 consists of a receiving element 30, a rod 33 a base element 36, and a plurality of sub-elements 50, 51, 52, 53.
- the rod 33 is connected to a base member 36 which serves as a counterweight for a load acting on the receiving element.
- the rod may, for example, have a base plate 37 which is fixed on the surface of the base member 36.
- the base element has two mutually parallel recesses 39, which are configured as a rectangular, downwardly open channel. These recesses serve to receive arms of a transport device, by means of which the anchoring element 3 can be lifted and transported.
- the sub-elements 50, 51, 52, 53 serve to provide an anchoring element 3 with a sufficiently large total weight, if the base member 36 alone is not heavy enough.
- the base member 36 and the sub-elements 50, 51, 52, 53 are assembled into a total element having the required mass of at least 500 kg, preferably at least 750 kg. This means that the entire element is modular and can be separated again.
- Each of the sub-elements may in turn be provided with recesses 39, which facilitate transport by means of a transport device.
- This variant has the advantage that each of the sub-elements 50, 51, 52, 53 and the Basic element 36 are easy to transport and stack. The choice of tools, that is the transport equipment and / or stacking devices is thereby simplified that commercial transport equipment can be used, which are not usually available on construction sites.
- the basic element can be fixed to each other by a connecting element 55, 56 in relation to each other with each adjacent partial element, as well as adjacent partial elements.
- the connecting element causes a positive connection of the base element with at least one adjacent sub-element or of two adjacent sub-elements with each other.
- the connecting element may be formed a groove 55 and a corresponding projection 56 on the opposite component, so that adjacent base or partial elements can engage with each other.
- Fig. 6 are shown on the sub-element 53 by way of example a groove 55 and a projection 56, which are trapezoidal in cross-section.
- suitable sub-elements may be provided, which either contain only grooves 55 or only projections 56.
- projections are provided for the sub-elements 50, 51, which rest on the base member 36, which engage in corresponding grooves of the base member 36. they are in the Fig. 6 not visible because they are inside the base element or sub-element with respect to the plane of the drawing.
- the sub-elements may have a recess for the rod and / or base plate. This recess may be annular or it may arise only by the stacking of the sub-elements.
- the sub-elements are stored as bar-like elements on the right or left side of the rod 33.
- Subelements 50, 51 are shown in FIG Fig. 6 shown in this position.
- the overlying sub-elements 52, 53 are located on the front side on the sub-elements 50, 51. Behind the sub-elements 52, 52 further sub-elements may be arranged, which are hidden in the present illustration by the sub-elements 52, 53.
- the sub-elements may alternately be stacked crosswise, as shown for sub-element 51 and the overlying sub-element 52.
- the sub-elements can also are stacked parallel to each other, as shown for the sub-element 52 and the overlying sub-element 53.
- Fig. 7a shows a detail of a receiving element 30 according to a first variant.
- the receiving element 30 is an annular metal element 29 with a base plate 31.
- a carabiner 14 is arranged, which is guided through the opening 32 therethrough.
- the base plate 31 has an opening 28, through which a threaded pin 34 is guided when the receiving element is attached to the rod .
- Fig. 7a is a state shown before assembly, so that the threaded pin 34 is visible.
- the receiving element 30 is secured with a nut 35 on the threaded pin 34.
- the threaded pin 34 protrudes beyond the upper end of the vertical rod 33.
- the grub screw is preferably arranged in a central region of the surface which forms the upper end of the rod 33.
- This rod 33 is in one of the Fig. 2a, 2b . 3, 4 connected basic element 36 which serves as a counterweight.
- the rod may, for example, have a base plate 37 which is fixed on the surface of the base
- Fig. 7b is a receiving element 30 and its fastening element 25 on a rod 33 in detail according to a second variant shown.
- the receiving element 30 is formed as an annular metal element 29 with a base plate 31.
- the base plate 31 has an opening 28 through which a screw 27 is guided.
- the opening 28 is preferably arranged centrally in the base plate.
- the screw 27 is received in a bore 26 of the rod 33 and thus forms a further variant for a fastening element 25.
- the bore 26 is arranged at the upper end of the vertical rod 33.
- the hole is designed as a threaded hole.
- Fig. 7c is a receiving element 30 and its fastening element 25 shown on a rod 33 in detail according to a third variant.
- the fastening element 25 is formed as a bore 26 which is arranged on an edge of the rod 33.
- it may be formed as a through hole.
- a screw 27 through the through hole 26 over the entire width or the entire diameter the rod are guided through and secured at the opposite end of the base plate by a nut 35.
- This variant can be used in particular for bars with rectangular or square cross-section.
- the rod 33 may also be formed as a hollow body.
- the screw 27 may also be formed as part of the receiving element 30.
- the receiving element could be screwed without tools into a threaded bore of the rod.
- a fastening element could be provided which comprises a welded connection or a riveted joint.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Health & Medical Sciences (AREA)
- General Health & Medical Sciences (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Emergency Lowering Means (AREA)
- Bridges Or Land Bridges (AREA)
Claims (14)
- Un système de sécurité pour personnes (1), qui est arrangé sur une base substantiellement horizontale, par exemple une région d'un plafond, un coffrage de plafond, un plafond d'un bâtiment ou un pont, comprenant un tendeur de sécurité (2), un premier élément d'ancrage (3) et un deuxième élément d'ancrage (4), alors que le tendeur de sécurité (2) s'étend du premier élément d'ancrage (3) au deuxième élément d'ancrage (4) et peut être tendu par un élément de tension (5) autant que la personne à mettre au sécurité s'attache au tendeur de sécurité (2) par un élément de sécurité, alors que le premier et le deuxième élément d'ancrage (3) comprend un élément de base (36), une tige (33) attachée à l'élément de base et une élément de réception (30) caractérisé en ce que l'élément de base (36) comprend un bloc en béton.
- Le système de sécurité pour personnes (1) selon la revendication 1, alors que chacun des éléments d'ancrage (3) a un poids d'au moins 500 kg.
- Le système de sécurité pour personnes (1) selon la revendication 1, alors que l'élément de base (36) comprend une exclusion (39).
- Le système de sécurité pour personnes (1) selon la revendication 3, alors que l'exclusion (39) est disposé sur le côté en face de la base.
- Le système de sécurité pour personnes (1) selon une des revendications 3 ou 4, alors qu'une pluralité des exclusions est prévue.
- Le système de sécurité pour personnes (1) selon une des revendications précédentes, alors que la longueur du tendeur de sécurité (2) est variable, alors que la longueur est adaptable par l'élément de tension (5).
- Le système de sécurité pour personnes (1) selon une des revendications précédentes 2 à 6, alors que l'élément de réception (30) et arrangé sur le bout supérieur de la tige (33).
- Le système de sécurité pour personnes (1) selon la revendication 7, alors que l'élément de réception (30) comprend un support annulaire pour recevoir un élément de connexion (14, 15) du tendeur de sécurité (2).
- Le système de sécurité pour personnes (1) selon une des revendications précédentes, alors que l'élément de réception (30) comprend un élément annulaire métallique (29).
- Le système de sécurité pour personnes (1) selon la revendication 9, alors que l'élément annulaire métallique (29) est disposé sur un panneau de base (31).
- Le système de sécurité pour personnes (1) selon la revendication 10, alors qu'un élément de fixation (25) est prévu pour fixer l'élément de réception (30) à la tige.
- Le système de sécurité pour personnes (1) selon une des revendications précédentes, alors que l'élément d'ancrage (3, 4) comprend une pluralité des éléments partiels (50, 51, 52, 53) assemblables avec l'élément de base (36) pour former un élément intégral.
- Le système de sécurité pour personnes (1) selon une des revendications précédentes 3 à 12, alors que l'élément de base (36) et/ou au moins deux des éléments partiels (50, 51, 52, 53) avoisinants sont fixés en leur position par un élément de connexion.
- Procédé pour l'opération d'un système de sécurité pour personnes (1) qui est arrangé sur une base substantiellement horizontale, par exemple une région d'un plafond, un coffrage de plafond, un plafond d'un bâtiment ou un pont, alors que dans une première étape, un premier élément d'ancrage (3) est positionné, dans une deuxième étape, un deuxième élément d'ancrage (4) est positionné, dans une troisième étape un tendeur de sécurité (2) est tendu entre le premier élément d'ancrage (3) et le deuxième élément d'ancrage (4) autant que le tendeur de sécurité (2) s'étend du premier élément d'ancrage (3) au deuxième élément d'ancrage (4) et dans une quatrième étape le tendeur de sécurité (2) est tendu par un élément de tension (5) afin qu'une personne s'attache au tendeur de sécurité (2) par un élément de sécurité jusqu'à la fin des travaux, alors que les éléments d'ancrage (3, 4) sont déplacés sur la base après la fin des travaux pour utiliser le système de sécurité pour personnes (1) sur un autre endroit, alors que le premier et le deuxième élément d'ancrage (3,4) comprend un élément de base (36), que comprend un bloc en béton, une tige (33) attachée à l'élément de base et une élément de réception (30).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP13176202.3A EP2823860B1 (fr) | 2013-07-11 | 2013-07-11 | Système de sécurité pour personnes |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP13176202.3A EP2823860B1 (fr) | 2013-07-11 | 2013-07-11 | Système de sécurité pour personnes |
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EP2823860A1 EP2823860A1 (fr) | 2015-01-14 |
EP2823860B1 true EP2823860B1 (fr) | 2017-02-08 |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
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DE202020005496U1 (de) | 2020-05-22 | 2021-06-16 | Co-Baustahl Gmbh & Co. Kg | Mobile Absturzsicherung für Baustellen zur Absturzsicherung von Personen |
DE102020113801A1 (de) | 2020-05-22 | 2021-11-25 | Co-Baustahl GmbH & Co KG | Mobile Absturzsicherung für Baustellen und Verwendung hiervon zur Absturzsicherung von Personen auf Baustellen |
DE202020005663U1 (de) | 2020-05-22 | 2021-12-16 | Co-Baustahl Gmbh & Co. Kg | Mobile Absturzsicherung für Baustellen zur Absturzsicherung von Personen |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
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EP3597839B1 (fr) * | 2015-11-16 | 2021-10-13 | Hans-Georg Engbarth | Dispositif de protection contre les chutes |
CN114197904B (zh) * | 2021-12-27 | 2023-02-03 | 安徽开盛津城建设有限公司 | 一种外架搭设人员保护装置 |
Family Cites Families (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2269623B (en) | 1992-07-29 | 1996-03-06 | Spanset Inter Ag | A safety line structure |
DE9305289U1 (de) * | 1993-04-07 | 1993-09-02 | Albert, Erich, 63828 Kleinkahl | Absturz-Sicherungsvorrichtung |
US6036146A (en) * | 1998-04-03 | 2000-03-14 | Kilroy Structural Steel Co. | Safety cable system |
US6092623A (en) | 1999-06-25 | 2000-07-25 | Collavino; Loris | Safety anchor system |
US6779630B2 (en) | 2000-10-10 | 2004-08-24 | Gary E. Choate | Rebar stanchion horizontal lifeline fall arrest system |
NL1024535C2 (nl) * | 2003-10-14 | 2005-04-22 | Daktari V O F | Valbeveiliging. |
WO2006042889A2 (fr) | 2004-10-14 | 2006-04-27 | Granados Sanchez Daniel | Systeme de securite antichute |
US20060272891A1 (en) * | 2005-06-06 | 2006-12-07 | D B Industries, Inc. | Stanchion for a horizontal lifeline system |
DE212009000059U1 (de) * | 2008-04-15 | 2011-03-24 | Direct Connection Safety Pty. Ltd. | Reversibel anbringbare Sturzsicherungsvorrichtung |
US20100126801A1 (en) | 2008-11-26 | 2010-05-27 | Armand Begin | Fall arrest apparatus |
WO2010088476A1 (fr) * | 2009-01-30 | 2010-08-05 | Romar Mec, Llc | Poteau de sécurité magnétique |
-
2013
- 2013-07-11 EP EP13176202.3A patent/EP2823860B1/fr active Active
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202020005496U1 (de) | 2020-05-22 | 2021-06-16 | Co-Baustahl Gmbh & Co. Kg | Mobile Absturzsicherung für Baustellen zur Absturzsicherung von Personen |
DE102020113801A1 (de) | 2020-05-22 | 2021-11-25 | Co-Baustahl GmbH & Co KG | Mobile Absturzsicherung für Baustellen und Verwendung hiervon zur Absturzsicherung von Personen auf Baustellen |
DE202020005663U1 (de) | 2020-05-22 | 2021-12-16 | Co-Baustahl Gmbh & Co. Kg | Mobile Absturzsicherung für Baustellen zur Absturzsicherung von Personen |
DE102020113801B4 (de) | 2020-05-22 | 2022-05-05 | Co-Baustahl GmbH & Co KG | Mobile Absturzsicherung für Baustellen und Verwendung hiervon zur Absturzsicherung von Personen auf Baustellen |
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