EP1028783B1 - Falling safeguard device - Google Patents

Falling safeguard device Download PDF

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Publication number
EP1028783B1
EP1028783B1 EP98958240A EP98958240A EP1028783B1 EP 1028783 B1 EP1028783 B1 EP 1028783B1 EP 98958240 A EP98958240 A EP 98958240A EP 98958240 A EP98958240 A EP 98958240A EP 1028783 B1 EP1028783 B1 EP 1028783B1
Authority
EP
European Patent Office
Prior art keywords
rail
runner
holders
flanges
fastened
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
EP98958240A
Other languages
German (de)
French (fr)
Other versions
EP1028783A2 (en
Inventor
Peter Söll
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.)
Honeywell Fall Protection Deutschland GmbH and Co KG
Original Assignee
Christian Dalloz Holding Deutschland GmbH and Co KG
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 Christian Dalloz Holding Deutschland GmbH and Co KG filed Critical Christian Dalloz Holding Deutschland GmbH and Co KG
Publication of EP1028783A2 publication Critical patent/EP1028783A2/en
Application granted granted Critical
Publication of EP1028783B1 publication Critical patent/EP1028783B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • AHUMAN NECESSITIES
    • A62LIFE-SAVING; FIRE-FIGHTING
    • A62BDEVICES, APPARATUS OR METHODS FOR LIFE-SAVING
    • A62B35/00Safety belts or body harnesses; Similar equipment for limiting displacement of the human body, especially in case of sudden changes of motion
    • A62B35/0081Equipment which can travel along the length of a lifeline, e.g. travelers
    • A62B35/0087Arrangements for bypassing lifeline supports without lanyard disconnection
    • AHUMAN NECESSITIES
    • A62LIFE-SAVING; FIRE-FIGHTING
    • A62BDEVICES, APPARATUS OR METHODS FOR LIFE-SAVING
    • A62B35/00Safety belts or body harnesses; Similar equipment for limiting displacement of the human body, especially in case of sudden changes of motion
    • A62B35/0043Lifelines, lanyards, and anchors therefore
    • A62B35/0056Horizontal lifelines
    • EFIXED CONSTRUCTIONS
    • E06DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
    • E06CLADDERS
    • E06C7/00Component parts, supporting parts, or accessories
    • E06C7/18Devices for preventing persons from falling
    • EFIXED CONSTRUCTIONS
    • E06DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
    • E06CLADDERS
    • E06C7/00Component parts, supporting parts, or accessories
    • E06C7/18Devices for preventing persons from falling
    • E06C7/186Rail or rope for guiding a safety attachment, e.g. a fall arrest system
    • E06C7/187Guiding rail

Definitions

  • the invention relates to a device for securing people against falling.
  • the device has a rail, which is fixed by means of holders, and a runner, which is guided on the rail and acts as a movable attachment point.
  • Such fall protection devices are required when climbing ladders on radio masts or chimneys, on crane tracks, in shipping, for cleaning facades and in similar cases where there is a risk of falling.
  • DE-C-1 961 757 a ladder with such a fall protection is known.
  • EP-A-0 129 241 a fall protection for ladders is known, in which a device for horizontally moving the anchor point is provided halfway up.
  • DE-U-295 17 560 a stop device for securing people against falling is known, in which the rail can run both horizontally and vertically.
  • the guide rail for the carriage or the fall arrester has a longitudinal profile web which is clamped to a mounting bracket by means of a screw and which is fastened, for example, to a crane runway or a roof edge.
  • Fall protection devices are also known in which the fall arrester is guided along a rope. With such fall protection, difficulties can arise due to uncontrolled stretching of the guide rope. In addition, there is the visual problem of sagging of the rope, whereby the overall visual impression is impaired, particularly in the case of facades.
  • a device for securing people against falling which has a rail and a has runners guided on the rail, the rail being fixed displaceably in its longitudinal direction by means of holders.
  • the rail is a semi-rigid component that is stretched between anchors so that the rail has a prestress.
  • the invention has for its object to provide a fall protection that despite comparatively lighter and more delicate Construction offers full security against a fall.
  • this object is achieved in that the guide rail is fixed in the holders in its longitudinal direction.
  • the sliding fixing of the guide rail results in a floating mounting of the rail, so that the rail cannot transmit large forces in the longitudinal direction to the holder.
  • the rail In the event of a crash, the rail is deflected at the anchor point and the overall length of the rail is shortened. The elongation of the rail is negligible and the rail acts as a tension rod.
  • the impact force propagates over the entire length of the rail and is finally introduced into a travel force limiter, which is provided at one or both ends of the rail.
  • the design and construction of the displacement force limiter (s) can control the forces that occur in the event of a crash and the fall path.
  • the floating or displaceable mounting of the rail in the holders is preferably achieved in that the holders partially encompass the rail and an insert made of friction-reducing material, for example PTFE, is located within the encapsulation.
  • an insert made of friction-reducing material for example PTFE
  • the rail is designed so that it can withstand the basic load without permanent deformation.
  • the basic load is the load that occurs in everyday operation, ie without a crash.
  • the application of a force of 1 kN is assumed as the basic load.
  • Such a force is maximally exerted on the rail by a secured person when the person is supported against the rail. So yourself the rail does not deform at such a basic load from restraining forces and does not evade the forces by tilting to its soft side and then only the lower section modulus is effective, the rail itself preferably has a closed, approximately square box profile with the same horizontal and vertical section modulus , Two opposite sides of the box section each have flanges lying in the plane of the relevant side and pointing in the opposite direction.
  • flange side This page is referred to below as the "flange side”.
  • a groove is formed between the flanges and this side is hereinafter referred to as the “groove side” of the rail.
  • the profile is symmetrical about its vertical as well as horizontal axis.
  • One pair of flanges is used to guide the runner, while the other pair of flanges is used to float the rail in the holders.
  • An advantage of the box profile of the rail is also that individual rail pieces can be easily joined together by inserting a connecting piece into the rail ends to be connected and fixing it by means of transverse bolts.
  • the flanges are preferably hollow, ie the inner cavity of the rail also extends into the flanges.
  • the connector is designed so that it fills the cross section of the entire cavity and accordingly also has flanges.
  • the flanges of the rail are therefore also stiffened by the connecting piece.
  • the runner glides easily over such a connection point.
  • the rail can also be reinforced by doubling the rail. This can be done by screwing two rails together, in which case one pair of flanges on one rail rests on a pair of flanges on the other rail.
  • the box profile with two pairs of flanges can also be formed into stable arches.
  • arches are made in such a way that rings are rotated with a profile that corresponds to the outer profile of the rail. Arc angles are then cut out of these rings as required. These arches are made of solid material.
  • connectors are placed with a central screw. These connectors correspond to the connectors, but are only about half as long.
  • the connection pieces can be rotated about this central screw under higher load in order to cancel the resistance to rotation, in that they are screwed on with a central, tangential screw.
  • the flanges of the arches or curve pieces are preferably somewhat thinner than those of straight rail pieces. If, on the other hand, the curvature lies in the plane of the flange side of the rail, the flanges may have to be selected a little lower to improve the cornering behavior of the curve pieces.
  • the double symmetrical profile of the rail also has the advantage that all rail courses can be realized with a vertical and a horizontal arch. Since the slippage and thus the running behavior of the runner are easily restricted in the case of curved sections, the curved sections can also be completely covered with a plastic which improves the slidability, e.g. PTFE, can be coated.
  • the curve piece is preferably a whole anodized or coated with a plastic, whereby this function can also be fulfilled by the previously mentioned PTFE coating.
  • Another advantage of the rail's symmetrical profile about the horizontal and vertical axes is that when several people are secured to a rail, two people can walk past one another by the one person briefly touching their runner on the opposite side of the rail who attack the holder, strikes.
  • butt pieces are used, which are similar to the above-mentioned connecting pieces, but on which only one rail piece is fixedly mounted.
  • the other rail section can walk a certain distance on the bumper.
  • two opposite recesses are milled into the butt plate, in which sliding blocks slide, which are screwed onto the sliding rail section.
  • the holders are preferably in the form of U-brackets, the closed end of which points downward, one U-leg being fastened to the supporting structure, for example the masonry, while a claw, which is a pair of flanges, is fastened to the other U-leg clutched the rail.
  • the claw is preferably screwed or welded in the center of the U-leg, so that the direction of force points through the middle of the rail and no tilting moment is exerted on the rail.
  • the fact that the closed side of the U-bracket points downwards, the U-bracket of the holder is opened in the event of a crash and can thus absorb fall energy and itself deform at the same time in the direction of pull. This deformation is promoted by a vertical slot. Since, due to the displaceable mounting of the rail in the holder, no forces acting in the longitudinal direction of the rail act on the holder, in the event of a fall, only slight loads occur on the holder and no damage to the facade.
  • the holders In the case of larger distances between the individual holders, it may be expedient to fasten the rail between two holders with simple fastening clips on the facade, the holders e.g. be glued to the facade.
  • the fastening clips are designed as holders with a defined release or release function and have no safety function, but only serve to prevent the rail from sagging and to initiate low retention forces. They are intended to withstand the basic load mentioned above and hold the rail up to a load of, for example, 1 kN. Instead, a holder with a corresponding release force can also be attached to the facade. In the event of a crash, the rail releases from the fastening clip or the entire holder from the fastening clip, so that no damage to the facade occurs.
  • the rotor which acts as an attachment point, engages around a pair of flanges and slides on this pair of flanges. To do this, it can be glued on the inside with e.g. PTFE insert or coating.
  • PTFE insert or coating In order to be able to better drive through curve sections of the rail, the runner's cheek is only provided with an insert at the front and rear end of the runner.
  • the insert is designed as a shaped piece which has projections which snap into corresponding openings in the rotor body or are locked therein.
  • the runner can also be fitted with a slip cover, e.g. made of PTFE by a known method.
  • the runner is at its front and rear end towards the rail with an inwardly projecting, reinforced edge Mistake.
  • These reinforced edges lie against the rail. Precise machining of these edges can improve the running properties of the runner, especially on curved sections.
  • These reinforced edges mean that, moreover, the inside of the runner is undercut and therefore does not attack the rail, at least in the case of straight rail sections.
  • the device according to the invention can be used to secure people against falling both on vertical climbing paths and on horizontal routes.
  • the runner In the case of vertical climbing paths, the runner is designed such that it blocks against a downward movement in the event of a fall.
  • the runner can be constructed from two half-shells, each of which engages around a flange of the rail.
  • the two half-shells are connected by a block that has a hole in which the snap hook of the safety harness is suspended.
  • Such a rigid runner can only be attached to the end of the rail.
  • the two half-shells of the rotor are provided with pipe sleeves with which the half-shells can be pushed onto an axis.
  • the half-shells In their closed position, in which they grip tightly around the flanges of the rail, the half-shells are secured by a knurled nut that can be screwed onto the end of the axis and a locking bracket.
  • a swiveling locking lever sits on the piece of axle lying between the half-shells. The lever has two lever arms of different lengths.
  • the axis can be in the area in which the lever arm is mounted on it be deflected or cranked in the form of an eccentric. By turning the axis, the distance of the pivot point of the lever arm can be shifted towards the rail and away from the rail. If the pivot point is shifted towards the rail, the blocking function is given.
  • the axis can be fixed in both positions by means of a link-guided safety bracket.
  • the backdrop guide ensures that the safety bracket can only be pivoted into its fixing position when the shaft is actually fixed.
  • a runner designed in this way with a locking function that can be switched on and off and / or that can be opened and closed for attachment at any point on a rail can also be used with other types of rails and safety systems and is therefore an independent invention.
  • the runner can also be locked or blocked on the rail in the case of a vertical climbing path by positive locking.
  • catch catches are formed at regular intervals against which a locking hook formed on the lever arm of the runner runs. Because of the details of such a positive locking device, reference is made to DE-C-1 961 757.
  • a rail 10 is fastened to a facade F by means of holders 12.
  • a runner 14 is guided on the rail 10, on which a person can be secured by means of a snap hook 15.
  • the end of the rail 10 is held in a displacement force limiter 16.
  • the approximately square box profile of the rail 10 is shown in the sectional view of FIG. 2. Two opposite sides of the box section are each widened by two internally hollow flanges 18, 20 and 22, 24. The profile of the rail is therefore symmetrical to both the horizontal and the vertical center line. Since the rail 10 also has a closed box profile, the section modulus in the vertical and horizontal is approximately the same. At lower loads, the box profile of the rail 10 can also be left open.
  • the rail has 10 outer dimensions of 35 x 45 mm, a flange height of 9 mm and a flange width of 8 mm, so that the width of the groove between the flanges is 19 mm and the outer dimension of the rail, measured in these grooves, is 27 mm ,
  • the rail has a wall thickness of 2 mm and is made of stainless steel.
  • the rail 10 is formed by cold rolling in several steps, one in particular in the flange areas due to the small bending radii present there high material strengthening results. With such a rail 10, holder distances of about 6 m can be achieved.
  • the holder 12 has a claw 30 which engages around the pair of flanges 22, 24.
  • the inside of the claw 30 has a PTFE insert 32, whereby the rail 10 is displaceable in the claw 30 when loaded.
  • the rail 10 is thereby floating.
  • the claw 30 is welded in the middle to the end of the leg of an upwardly open U-bracket 34.
  • the other leg of the U-bracket 34 is anchored to the facade F.
  • Fig. 3 shows a holder 12 which is formed in two parts and is suitable for fastening the rail 10 on both vertical and horizontal surfaces.
  • a small base 31 is welded to the claw 30, which has two bores 33 on the underside and on its vertical rear side, so that it can be screwed to a simple angle bracket 35 and thereby permits two positions of the angle bracket.
  • the second position, which the angle bracket 35 has when fastened to a horizontal surface, is shown in dashed lines in FIG. 3.
  • the rotor 14 is guided on the other pair of flanges 18, 20.
  • the rotor 14 has PTFE inserts or inwardly projecting edges at the ends and encompasses the pair of flanges 18, 20.
  • a nose is expressed in the rotor 14 so that the inserts can be clipped on at this point.
  • the PTFE inserts 36 are therefore easily interchangeable. This is advantageous because the PTFE inserts 36 are subject to wear during use.
  • the runner 14 represents the attachment point of the safety system and has a fastening eyelet, on which a safety belt for securing a person can be hung by means of the snap hook 15.
  • FIG. 4 shows the deformation of the rail 10 in the event of a load, the rail 10 being deflected by approximately 1 m in the event of an extreme crash.
  • the deflection leads to a longitudinal tension within the rail and, since the rail 10 is displaceably or floatingly mounted in the holders 12, to a longitudinal movement of the rail 10 by the amount X. Because of the floating mounting of the rail 10, the longitudinal tension also does not lead to one Deformation of the holder 12 in the direction of the rail 10, in the present case thus horizontally, but the holder 12 closest to the crash site are merely bent downwards. These holders 12 must of course be replaced, with such a bending of the holder 12 the facade F is not damaged.
  • the longitudinal movement of the rail 10 is absorbed by the travel force limiter 16, which is arranged at the end of the rail 10.
  • the distance between the holder 12, the section modulus of the rail 10 and the characteristic of the travel force limiter can be set so that the catching force acting on the person and the fall distance are minimized.
  • the travel force limiter 16 is shown in FIG. 5.
  • the displacement force limiter 16 contains a base 44 which is fastened to the building, the construction crane or the like and in the present case to the facade F.
  • the base 44 corresponds to the holder 12 of FIG. 2.
  • a bolt 48 extends with two transverse bores 50 at the ends of the bolt, through which one end of friction elements 52, which resemble threaded rods, extend.
  • the other ends of the friction elements 52 are fixed to an end plate 54 which closes the rail 10 and is fastened to the end thereof.
  • the base 44 has an elongated hole 46 in its center, as a result of which the base 44 becomes softer, which contributes to the deformability of the notes and damping of the impact impact.
  • a corresponding elongated hole is expediently also present in the holders 12, but is not shown in the drawing. The deformability of the rail 10 is thereby facilitated.
  • the friction elements 52 are pressed through the transverse bores 50 of the bolt 48.
  • the threads 53 of the friction elements 52 are deformed and flattened, as a result of which the longitudinal movement of the rail 10, which was triggered by a person falling thereon from falling, is opposed to considerable resistance and the falling energy is consumed. Due to the height of the threads 53, their spacing and their width, a certain frictional force for the movement of the friction elements 52 through the transverse bores 50 can be set. By changing these values along the friction elements 52, a desired displacement / force characteristic can also be set.
  • the frictional force of the friction elements 52 in the transverse bores 50 can initially be selected to be higher.
  • a securing bracket 60 is slidably mounted transversely to the rail 10.
  • the securing bracket is pressed against the pair of flanges 18, 20, so that the runner 14 cannot fall out of the end of the rail 10 in the normal position of the securing bracket 60.
  • the securing bracket 60 In order to detach the rotor 14 from the rail 10, the securing bracket 60 must first be pushed away from the flange pair 18, 20 by hand, as indicated by the arrow 64 in FIG. 1.
  • Expansion joints may be necessary at intervals with several narrow deflections to compensate for temperature-related changes in length.
  • two rail pieces 11 are connected by means of a joint piece 70.
  • the butt piece 70 is a solid material profile piece similar to an extension piece and an extension piece, the outer contour of the inner contour of the Rail 10 corresponds. Since the flanges 18, 20, 22, 24 are hollow, the butt piece 70 has corresponding flanges which, however, are narrower and lower by the material thickness of the rail 10. In the one rail piece 11, the butt piece is pushed in about 10 cm and fixed by means of countersunk screws. The other rail section 11 should be able to move on the butt piece 70 to compensate for temperature-related differences in length.
  • replacement guides 76 are provided in the two grooves 21 between the pairs of flanges.
  • the replacement guides 76 have a profile made of two parallel channels. You are screwed 7 to the butt 70 and lie in the grooves 21 of the rail 10 close to the inside of the flanges 18, 22 and 20, 24.
  • the replacement guides 76 are pressed with a little bias in the grooves of the rail pieces 11, so that they lie closely against the inside of the flanges 18, 22 or 20, 24 and can be run over smoothly by the rotor.
  • the ends of the grasping of the rotor 14 running there are guided in the grooves of the replacement guides 76.
  • These replacement guides 76 ensure that the rotor 14 slides largely smoothly over an expansion joint. Because the butt piece 70 also has flanges, safety against falling is also guaranteed when the expansion joint is passed over.
  • FIG. 9 shows how the rail 10 can be reinforced by an identical rail 80 running parallel to it.
  • the two rails 10, 80 are clamped together by means of clamps 82, which encompass the flange pairs of the two rails 10, 80 which are directed towards one another and are clamped together by a screw 84.
  • Such reinforcement can be used as a bypass particularly large distances between the holders 12 may be appropriate.
  • the reinforcement rail 80 generally extends only over the central region of the rail 10 between two holders 12.
  • heating tapes 86 within the hollow flanges 18, 20.
  • Such heating tapes made of carbon-filled plastic matrix have PTC properties and are generally known.
  • the heating of the rail 10 can be prevented by means of such heating tapes 86.
  • curve pieces 90 each of which represents a 90 ° bend.
  • the curve pieces 90 are manufactured by first, e.g. a solid material ring made of aluminum is rotated with a profile corresponding to the rail 10. Individual curve pieces 90 can then be cut out of this ring with the desired arc angle. Threaded bores 92 are cut in the end faces of the curve pieces 90. Attachments 96 with a profile equal to the inner contour of the rail 10 and made of solid material with a central bore are clamped by means of a central screw 94 which is screwed into the threaded bore 92. As shown in FIG. 12, in use 90 extensions 96 are clamped on both end faces of the curve piece. The flange height or width can be slightly reduced within the curve piece 90 in order to enable the runner 14 to pass through the curve piece 90 without problems.
  • the rail switch 100 consists of two converging curve pieces 102, 104.
  • the rail switch 100 is milled from solid aluminum and in an area 105 of approximately 2 cm along the flange of the one curve piece 102, 104 the other curve piece 104 or 102 is milled out. The depth of the milling corresponds to half the dimension of the rail 10 transversely to the flange sides (FIG. 14).
  • a reinforcement plate 108 is screwed on.
  • attachment pieces 110 At the three end points of the rail switch 100 there are attachment pieces 110 to which rail pieces 11 can be screwed. Full safety against falling is always guaranteed when passing through the rail switch 100.
  • the runner 14 When the rail switch 100 is traversed, the runner 14 always engages around a flange over the full length of one side and also at least at one point on the other side also around a flange. Due to this three-point bracket, the runner 14 cannot fall out of the rail switch 100.
  • An advantage of this switch is that it has no moving parts. The direction is selected by appropriate contact pressure by hand. A single switch type enables all changes of direction and merging and separation of rails.
  • the rotor 14 contains two half-shells 26, 27 which are welded to a block 28 located between them. Each of the half-shells 26, 27 engages around a flange 18 or 20 of the rail 10. In the block 28, a bore 29 is provided, into which the snap hook of a safety harness can be hung.
  • the half-shells 26, 27 are undercut, so that they only have contact with the flanges 18, 20 of the rail 10 at their front and rear ends. This on the one hand makes driving through curves easier and on the other hand the ends of the half-shells 18, 20 can be machined more precisely, as a result of which the runner 14 slides more easily on the rail 10.
  • the half-shells 26, 27 are welded firmly to the block 28, so that the runner 14 can only be detached from the rail 10 or pushed onto it at the rail end.
  • 16 to 20 show an embodiment of the runner 14 in which the half-shells 26, 27 can be opened so that the runner 14 can be placed on the rail 10 at any point can be set, and on the other hand the rotor 14 can perform a locking function and can therefore also be used on vertical climbing paths.
  • the locking function is sometimes also desired when the rail is horizontal or inclined, for example in order to be able to lean away from the rail 10.
  • the two half-shells 26, 27 are rotatably and displaceably mounted on an eccentric axis 114 (FIG. 17).
  • bushings 118, 120 are provided on both sides of bearing sections 116 of each half-shell 26, 27. With these bushings, the half-shells 26, 27 are pushed onto the eccentric axis 114.
  • the inner sleeves 118 have a larger inner diameter than the outer sleeves 120 and the eccentric axis 114 is provided with a corresponding diameter gradation 122.
  • One half shell 26 is rotatably held on the eccentric axis 114 by a knurled nut 124 and the other half shell 27 by a lever handle 136 attached to the end of the eccentric axis 114.
  • the eccentric axis 114 is cranked in the middle, so that an eccentric section 128 is formed.
  • a locking lever 130 is mounted on the eccentric section 128 and has a longer lever arm 132 with an eyelet for hanging the snap hook 15 of the safety harness and a shorter lever arm 134 for locking the runner 14 on the rail 10.
  • the eccentric axis 114 can be rotated by the lever handle 136, so that the distance of the eccentric 128 from the rail 10 changes.
  • the arrangement is such that the shorter lever arm 134 cannot be pivoted past the rail when the eccentric 128 is in its position close to the rail 10.
  • the shorter lever arm 134 can be freely pivoted past the rail 10 when the eccentric axis 114 is rotated into the position in which the eccentric 128 is at its greatest distance from the rail 10. If the eccentric 128 is in its position close to the rail, the runner 14 can only be moved in one direction along the rail 10, the longer lever arm 132 then pointing in the direction of movement, while the shorter lever arm 134 points counter to the direction of movement. With a vertical climb, the rotor 14 is used so that the short Lever arm 134 shows obliquely downwards towards the rail 10, so that the runner 14 is locked on the rail 10 in the event of a crash.
  • the eccentric axis 114 can be fixed both in its locking position, in which the eccentric 128 is pivoted towards the rail 10, and in the freewheeling position, in which the eccentric 128 is pivoted away from the rail 10.
  • a transverse bore 138 is provided in the lower bush 120 in FIG. 16, which overlaps with an aligned transverse bore 140 in the eccentric axis 114 in the locking position and in the release position.
  • the eccentric axis 114 is fixed in the half-shell 26 by means of a fixing bracket 142, the ends of which in the fixed state penetrate the transverse bores 138 of the sleeve 120 and partially engage in the transverse bore 140 of the eccentric axis 114 from both sides.
  • the fixing bracket 142 engages in a groove 144 on the roof of the knurled nut 124. To release the fixation, the fixing bracket 142 is pivoted about the transverse bores 138, 140. In the vicinity of the transverse bores 138, 140, the two legs of the fixing bracket 142 are guided in a link 146 which is formed in an edge flange 148 of the bush 120 in the form of two incisions 150 which diverge from one another.
  • the fixing bracket 142 is pivoted laterally, its ends are spread so far by the link guide that they release the eccentric axis 114 and the eccentric axis 114 can be rotated by 180 ° by means of the lever handle 136. In this rotational position, the eccentric axis 114 can then be fixed by pivoting the fixing bracket 142 back.
  • a leg spring which sits between the lever 130 and the bearing section 116 of the half-shell 26 and / or 27 on the large bushing 118 or the lever 130 is pressed into a rest position in which the shorter lever arm 134 to the rail 10 and the longer lever arm 132 points away from the rail. If the locking function is switched on, the runner 14 is thereby turned on without load the rail 10 locked. 19, a path limiter in the form of a nose 152 can be provided on the large bushes 118 and a pin 154 protrude from the lever 130, so that the lever 130 can assume a defined maximum angle to the rail 10 of less than 90 °. This travel limiter also defines the maximum braking force when the runner 14 is locked on the rail 10.
  • the nose 152 is formed on the side of the bush 118 facing away from the rail, so that the pin 154 only abuts against this nose 122 when the locking function is switched on. When the locking function is switched off, however, it can be moved over the nose 152.
  • the lever 130 is expediently constructed from a plurality of thin lamellae or sheets which are riveted together.
  • the eccentric 128 has approximately the same diameter as the adjacent large-diameter sections of the eccentric axis 114. The slats can thereby be pushed individually from these sections onto the eccentric 128 by slight tilting. Only then are the slats riveted together. This also has the advantage that when pulling on the longer lever arm 132 in the direction of the eccentric axis 114, the individual lamellas can be slightly offset from one another and away, and the tilting moment on the eccentric 128 is thereby reduced.
  • the fixing bracket 142 is first pivoted away from the knurled nut 124 so that its ends no longer lie in the transverse bore 140 in the eccentric axis 114, and the knurled nut 124 is unscrewed to such an extent that the two half-shells 26 and 27 move away from one another the eccentric axis 114 can be moved and thereby the runner 14 can be placed on the rail 10 or removed from it.
  • the runner 14 is secured by the knurled nut 124 and additionally by the fixing bracket 142, the fixing bracket 142 simultaneously preventing the knurled nut 124 from being unscrewed.

Abstract

The device for securing people against a fall has a rail which is fastened by means of holders, and a runner which is guided along the rail. The rail is held movable in its longitudinal direction in the holders. The rail preferably has a closed hollow profile with roughly square cross-section and with flanges pointing away from each other on each of two opposite-facing side surfaces of the cross-section profile, the cross-section profile of the rail being symmetrical about the horizontal and the vertical axis. At least one end of the rail is preferably held in a path force limiter, which opposes a pre-set resistance to a movement of the rail.

Description

Die Erfindung betrifft eine Vorrichtung zur Sicherung von Personen gegen einen Absturz. Die Vorrichtung weist dazu eine Schiene auf, die mittels Haltern festgelegt ist, sowie einen Läufer, der an der Schiene geführt ist und als beweglicher Anschlagpunkt fungiert.The invention relates to a device for securing people against falling. For this purpose, the device has a rail, which is fixed by means of holders, and a runner, which is guided on the rail and acts as a movable attachment point.

Derartige Absturzsicherungen werden beim Besteigen von Leitern an Funkmasten oder Schornsteinen, bei Kranbahnen, in der Schiffahrt, zum Reinigen von Fassaden und in ähnlichen Fällen benötigt, bei denen die Gefahr eines Absturzes besteht. Aus DE-C-1 961 757 ist eine Leiter mit einer derartigen Absturzsicherung bekannt. Aus EP-A-0 129 241 ist eine Absturzsicherung für Leitern bekannt, bei der auf halber Höhe eine Einrichtung zum horizontalen Verschieben des Anschlagpunktes vorgesehen ist. Aus DE-U-295 17 560 ist eine Anschlagvorrichtung zur Sicherung von Personen gegen Absturz bekannt, bei der die Schiene sowohl horizontal als auch vertikal verlaufen kann. Die Führungsschiene für den Schlitten oder das Auffanggerät weist dabei einen Profillängssteg auf, der mittels einer Schraube an einem Montagebügel festgespannt ist, der beispielsweise an einer Kranbahn oder einer Dachkante befestigt ist. Bekannt sind ferner Absturzsicherungen, bei denen das Auffanggerät entlang eines Seiles geführt wird. Bei solchen Absturzsicherungen können sich Schwierigkeiten durch unkontrollierte Dehnung des Führungsseils ergeben. Außerdem besteht das optische Problem des Durchhängens des Seiles, wodurch insbesondere bei Fassaden der optische Gesamteindruck beeinträchtigt wird.Such fall protection devices are required when climbing ladders on radio masts or chimneys, on crane tracks, in shipping, for cleaning facades and in similar cases where there is a risk of falling. From DE-C-1 961 757 a ladder with such a fall protection is known. From EP-A-0 129 241 a fall protection for ladders is known, in which a device for horizontally moving the anchor point is provided halfway up. From DE-U-295 17 560 a stop device for securing people against falling is known, in which the rail can run both horizontally and vertically. The guide rail for the carriage or the fall arrester has a longitudinal profile web which is clamped to a mounting bracket by means of a screw and which is fastened, for example, to a crane runway or a roof edge. Fall protection devices are also known in which the fall arrester is guided along a rope. With such fall protection, difficulties can arise due to uncontrolled stretching of the guide rope. In addition, there is the visual problem of sagging of the rope, whereby the overall visual impression is impaired, particularly in the case of facades.

Aus WO 98/35724, die für DE, FR und GB gemäß Artikel 54(3) EPÜ als Stand der Technik gilt, ist eine Vorrichtung zur Sicherung von Personen gegen Absturz bekannt, die eine Schiene und einen an der Schiene geführten Läufer aufweist, wobei die Schiene mittels Haltern in ihrer Längsrichtung verschieblich festgelegt ist. Die Schiene ist dabei ein halbstarres Bauteil, das zwischen Verankerungen gespannt wird, so daß die Schiene eine Vorspannung aufweist.From WO 98/35724, which is deemed to be state of the art for DE, FR and GB in accordance with Article 54 (3) EPC, a device for securing people against falling is known, which has a rail and a has runners guided on the rail, the rail being fixed displaceably in its longitudinal direction by means of holders. The rail is a semi-rigid component that is stretched between anchors so that the rail has a prestress.

Der Erfindung liegt die Aufgabe zugrunde, eine Absturzsicherung zu schaffen, die trotz vergleichsweise leichter und filigraner Bauweise volle Sicherheit gegen einen Absturz bietet.The invention has for its object to provide a fall protection that despite comparatively lighter and more delicate Construction offers full security against a fall.

Erfindungsgemäß wird diese Aufgabe dadurch gelöst, daß die Führungsschiene in den Haltern in ihrer Längsrichtung verschieblich festgelegt ist.According to the invention this object is achieved in that the guide rail is fixed in the holders in its longitudinal direction.

Durch die verschiebliche Festlegung der Führungsschiene wird eine schwimmende Lagerung der Schiene erzielt, so daß die Schiene keine großen Kräfte in Längsrichtung auf die Halter übertragen kann. Bei einem Absturz wird die Schiene am Anschlagpunkt ausgelenkt und verkürzt sich die Gesamtlänge der Schiene dadurch. Die Dehnung der Schiene ist vernachlässigbar und die Schiene wirkt als Zugstab. Der Fangstoß pflanzt sich über die gesamte Schienenlänge fort und wird schließlich in einen Weg-Kraftbegrenzer eingeleitet, der an einem oder an beiden Enden der Schiene vorgesehen ist. Durch die Auslegung und Konstruktion des oder der Weg-Kraftbegrenzer können die bei einem Absturz auftretenden Kräfte und der Fallweg gesteuert werden.The sliding fixing of the guide rail results in a floating mounting of the rail, so that the rail cannot transmit large forces in the longitudinal direction to the holder. In the event of a crash, the rail is deflected at the anchor point and the overall length of the rail is shortened. The elongation of the rail is negligible and the rail acts as a tension rod. The impact force propagates over the entire length of the rail and is finally introduced into a travel force limiter, which is provided at one or both ends of the rail. The design and construction of the displacement force limiter (s) can control the forces that occur in the event of a crash and the fall path.

Die schwimmende oder verschiebliche Lagerung der Schiene in den Haltern wird vorzugsweise dadurch erreicht, daß die Halter die Schiene teilweise umgreifen und sich innerhalb des Umgriffs eine Einlage aus reibungsminderndem Material, beispielsweise PTFE, befindet. Dadurch wird gleichzeitig eine elektrische Isolierung der Schiene gegenüber den Haltern und beispielsweise dem Ausleger eines Krans und eine thermische Isolierung gegenüber einer Gebäudefassade (Kältebrücke) erreicht.The floating or displaceable mounting of the rail in the holders is preferably achieved in that the holders partially encompass the rail and an insert made of friction-reducing material, for example PTFE, is located within the encapsulation. As a result, electrical insulation of the rail from the brackets and, for example, the jib of a crane and thermal insulation from a building facade (cold bridge) is achieved at the same time.

Die Schiene ist so ausgelegt, daß sie der Grundbelastung ohne bleibende Verformung standhält. Grundbelastung ist dabei die Belastung, die im alltäglichen Betrieb, d.h. ohne Absturz auftritt. Als Grundbelastung wird beispielsweise die Ausübung einer Kraft von 1 kN angenommen. Eine solche Kraft wird von einer gesicherten Person auf die Schiene maximal ausgeübt, wenn sich die Person gegen die Schiene abstützt. Damit sich die Schiene bei einer solchen Grundbelastung aus Rückhaltekräften nicht verformt und den Kräften nicht dadurch ausweicht, daß sie auf ihre weiche Seite kippt und dann nur das geringere Widerstandsmoment wirksam wird, hat die Schiene selbst vorzugsweise ein geschlossenes, etwa quadratisches Kastenprofil mit gleichgroßem horizontalen und vertikalen Widerstandsmoment. Zwei gegenüberliegende Seiten des Kastenprofils haben jeweils in der Ebene der betreffenden Seite liegende, in entgegengesetzte Richtung zeigende Flansche. Diese Seite wird nachfolgend als "Flanschseite" bezeichnet. Zwischen den Flanschen wird eine Nut gebildet und diese Seite wird nachfolgend als "Nutseite" der Schiene bezeichnet. Das Profil ist sowohl um seine vertikale als auch horizontale Achse symmetrisch. Das eine Flanschpaar dient dabei zur Führung des Läufers, während das andere Flanschpaar zur schwimmenden Festlegung der Schiene in den Haltern dient.The rail is designed so that it can withstand the basic load without permanent deformation. The basic load is the load that occurs in everyday operation, ie without a crash. For example, the application of a force of 1 kN is assumed as the basic load. Such a force is maximally exerted on the rail by a secured person when the person is supported against the rail. So yourself the rail does not deform at such a basic load from restraining forces and does not evade the forces by tilting to its soft side and then only the lower section modulus is effective, the rail itself preferably has a closed, approximately square box profile with the same horizontal and vertical section modulus , Two opposite sides of the box section each have flanges lying in the plane of the relevant side and pointing in the opposite direction. This page is referred to below as the "flange side". A groove is formed between the flanges and this side is hereinafter referred to as the "groove side" of the rail. The profile is symmetrical about its vertical as well as horizontal axis. One pair of flanges is used to guide the runner, while the other pair of flanges is used to float the rail in the holders.

Ein Vorteil des Kastenprofils der Schiene ist auch, daß sich einzelne Schienenstücke problemlos aneinanderfügen lassen, indem am Stoß ein Verbindungsstück in die zu verbindenden Schienenenden eingesetzt wird und darin durch Querbolzen festgelegt wird. Die Flansche sind vorzugsweise hohl, d.h. der innere Hohlraum der Schiene erstreckt sich auch in die Flansche. Das Verbindungsstück ist so ausgebildet, daß es den Querschnitt des gesamten Hohlraums ausfüllt und hat dementsprechend ebenfalls Flansche. Durch das Verbindungsstück werden daher auch die Flansche der Schiene versteift. Der Läufer gleitet problemlos über eine solche Verbindungsstelle. Durch Einziehen eines solchen Vollelements größerer Länge in das Kasten-Hohlprofil kann ferner das Widerstandsmoment der Schiene erhöht werden. Dies kann z.B. in der Mitte zwischen zwei weit voneinander entfernten Haltern zweckmäßig sein. Eine Verstärkung der Schiene ist auch dadurch möglich, daß die Schiene verdoppelt wird. Dies kann durch Zusammenschrauben von zwei Schienen erfolgen, wobei dann jeweils das eine Flanschpaar der einen Schiene an einem Flanschpaar der anderen Schiene anliegt.An advantage of the box profile of the rail is also that individual rail pieces can be easily joined together by inserting a connecting piece into the rail ends to be connected and fixing it by means of transverse bolts. The flanges are preferably hollow, ie the inner cavity of the rail also extends into the flanges. The connector is designed so that it fills the cross section of the entire cavity and accordingly also has flanges. The flanges of the rail are therefore also stiffened by the connecting piece. The runner glides easily over such a connection point. By pulling such a solid element of greater length into the hollow box section, the section modulus of the rail can also be increased. This can be useful, for example, in the middle between two holders that are far apart. The rail can also be reinforced by doubling the rail. This can be done by screwing two rails together, in which case one pair of flanges on one rail rests on a pair of flanges on the other rail.

Das Kastenprofil mit zwei Flanschpaaren läßt sich auch zu stabilen Bögen formen. Vorzugsweise werden jedoch Bögen in der Weise hergestellt, daß Ringe mit einem Profil gedreht werden, das dem Außenprofil der Schiene entspricht. Aus diesen Ringen werden dann nach Bedarf Bogenwinkel herausgetrennt. Diese Bögen bestehen aus Vollmaterial. An die Stirn- oder Schnittflächen dieser Ringe werden Anschlußstücke mit einer zentralen Schraube aufgesetzt. Diese Anschlußstücke entsprechen den Verbindungsstücken, sind jedoch nur etwa halb so lang. Die Anschlußstücke sind dadurch, daß sie mit einer zentralen, tangential verlaufenden Schraube angeschraubt sind, unter höherer Last zur Aufhebung des Drehwiderstandes um diese zentrale Schraube verdrehbar. Dadurch werden im Absturzfall ebenfalls Kräfte aufgenommen, wobei durch das Festschrauben des Anschlußstücks an dem Bogen- oder Kurvenstück eine Sollstelle für die Drehung geschaffen wird, so daß die plastische Verformung des sich daran anschließenden Schienenstücks weitgehend vermieden wird.The box profile with two pairs of flanges can also be formed into stable arches. Preferably, however, arches are made in such a way that rings are rotated with a profile that corresponds to the outer profile of the rail. Arc angles are then cut out of these rings as required. These arches are made of solid material. At the front or cut surfaces of these rings, connectors are placed with a central screw. These connectors correspond to the connectors, but are only about half as long. The connection pieces can be rotated about this central screw under higher load in order to cancel the resistance to rotation, in that they are screwed on with a central, tangential screw. As a result, forces are also absorbed in the event of a crash, with the screwing of the connecting piece on the curved or curved piece creating a desired point for the rotation, so that the plastic deformation of the adjoining rail piece is largely avoided.

Um das Kurvenlaufverhalten zu verbessern, sind die Flansche der Bögen oder Kurvenstücke, wenn die Krümmung in der Ebene der Nutseite der Schiene liegt, vorzugsweise etwas dünner als die von geraden Schienenstücken. Liegt die Krümmung dagegen in der Ebene der Flanschseite der Schiene, so sind die Flansche zur Verbesserung des Kurvenlaufverhaltens bei den Kurvenstücken gegebenenfalls etwas niedriger zu wählen. Das doppelt symmetrische Profil der Schiene hat gleichzeitig den Vorteil, daß mit einem vertikalen und einem horizontalen Bogen alle Schienenverläufe realisiert werden können. Da es bei Kurvenstücken leicht zu Einschränkungen der Gleitfähigkeit und damit des Laufverhaltens des Läufers kommt, können die Kurvenstücke auch vollständig mit einem die Gleitfähigkeit verbessernden Kunststoff, z.B. PTFE, beschichtet werden.In order to improve the curve running behavior, the flanges of the arches or curve pieces, if the curvature lies in the plane of the groove side of the rail, are preferably somewhat thinner than those of straight rail pieces. If, on the other hand, the curvature lies in the plane of the flange side of the rail, the flanges may have to be selected a little lower to improve the cornering behavior of the curve pieces. The double symmetrical profile of the rail also has the advantage that all rail courses can be realized with a vertical and a horizontal arch. Since the slippage and thus the running behavior of the runner are easily restricted in the case of curved sections, the curved sections can also be completely covered with a plastic which improves the slidability, e.g. PTFE, can be coated.

Zur Vermeidung von Kontaktkorrosion an der Grenzfläche zwichen der aus Edelstahl bestehenden Schiene und dem aus Aluminium bestehenden Kurvenstück wird das Kurvenstück vorzugsweise insgesamt eloxiert oder mit einem Kunststoff beschichtet, wobei diese Funktion auch durch die vorausgehend erwähnte PTFE-Beschichtung erfüllt werden kann.In order to avoid contact corrosion at the interface between the stainless steel rail and the aluminum curve piece, the curve piece is preferably a whole anodized or coated with a plastic, whereby this function can also be fulfilled by the previously mentioned PTFE coating.

Ein weiterer Vorteil des um die horizontale und vertikale Achse symmetrischen Profils der Schiene besteht darin, daß dann, wenn mehrere Personen an einer Schiene gesichert sind, zwei Personen aneinander vorbeigehen können, indem die eine Person ihren Läufer kurzzeitig auf der gegenüberliegenden Seite der Schiene, an der im übrigen die Halter angreifen, anschlägt.Another advantage of the rail's symmetrical profile about the horizontal and vertical axes is that when several people are secured to a rail, two people can walk past one another by the one person briefly touching their runner on the opposite side of the rail who attack the holder, strikes.

Insbesondere bei größeren Schienenlängen oder engen Umgriffen kann es notwendig werden, in Abständen Dehnungsstöße vorzusehen. Bei solchen Dehnungsstößen werden Stoßstücke verwendet, die ähnlich den obenerwähnten Verbindungsstücken ausgebildet sind, an denen jedoch nur ein Schienenstück fest montiert wird. Das andere Schienenstück kann dagegen um eine bestimmte Strecke auf dem Stoßstück wandern. Dazu sind in das Stoßstück zwei gegenüberliegende Aussparungen gefräst, in denen Nutsteine gleiten, die an dem verschiebbaren Schienenstück festgeschraubt sind. Diese Ausbildung ist vorteilhaft gegenüber einem durch das volle Profil des Stoßstücks gefrästen Langloch, da dieses eine übermäßige Schwächung des Materialquerschnitts verursachen könnte.It may be necessary to provide expansion joints at intervals, especially for larger rail lengths or tight wraps. In such expansion joints, butt pieces are used, which are similar to the above-mentioned connecting pieces, but on which only one rail piece is fixedly mounted. The other rail section, however, can walk a certain distance on the bumper. For this purpose, two opposite recesses are milled into the butt plate, in which sliding blocks slide, which are screwed onto the sliding rail section. This design is advantageous compared to an elongated hole milled through the full profile of the butt piece, since this could cause an excessive weakening of the material cross section.

Die Halter haben vorzugsweise die Form von U-Bügeln, deren geschlossenes Ende nach unten zeigt, wobei der eine U-Schenkel an der tragenden Struktur, beispielsweise dem Mauerwerk befestigt ist, während an dem anderen U-Schenkel eine Pratze befestigt ist, die ein Flanschpaar der Schiene umklammert. Die Pratze ist vorzugsweise mittig an dem U-Schenkel festgeschraubt oder angeschweißt, so daß die Kraftrichtung durch die Mitte der Schiene zeigt und auf die Schiene kein Kippmoment ausgeübt wird. Dadurch, daß die geschlossene Seite des U-Bügels nach unten zeigt, wird der U-Bügel des Halters bei einem Absturz geöffnet und kann damit Fallenergie aufnehmen und sich gleichzeitig in Zugrichtung verformen. Diese Verformung wird durch einen senkrechten Schlitz begünstigt. Da wegen der verschieblichen Lagerung der Schiene in dem Halter auch keine in Längsrichtung der Schiene zeigenden Kräfte auf den Halter einwirken, treten bei einem Absturz nur geringe Lasten am Halter und keine Schäden an der Fassade auf.The holders are preferably in the form of U-brackets, the closed end of which points downward, one U-leg being fastened to the supporting structure, for example the masonry, while a claw, which is a pair of flanges, is fastened to the other U-leg clutched the rail. The claw is preferably screwed or welded in the center of the U-leg, so that the direction of force points through the middle of the rail and no tilting moment is exerted on the rail. The fact that the closed side of the U-bracket points downwards, the U-bracket of the holder is opened in the event of a crash and can thus absorb fall energy and itself deform at the same time in the direction of pull. This deformation is promoted by a vertical slot. Since, due to the displaceable mounting of the rail in the holder, no forces acting in the longitudinal direction of the rail act on the holder, in the event of a fall, only slight loads occur on the holder and no damage to the facade.

Bei größeren Abständen der einzelnen Halter kann es zweckmäßig sein, die Schiene zwischen zwei Haltern mit einfachen Befestigungsklips an der Fassade zu befestigen, wobei die Halter z.B. an der Fassade festgeklebt werden. Die Befestigungsklips sind als Halter mit definierter Auslöse- oder Freigabefunktion konzipiert und haben keine Sicherungsfunktion, sondern dienen nur dazu, ein Durchhängen der Schiene zu verhindern und geringe Rückhaltekräfte einzuleiten. Sie sollen der obenerwähnten Grundbelastung standhalten und halten die Schiene bis zu einer Belastung von beispielsweise 1 kN. Statt dessen kann auch ein Halter mit einer entsprechenden Freigabekraft an der Fassade angebracht sein. Bei einem Absturz löst sich die Schiene aus dem Befestigungsklip bzw. der ganze Halter aus dem Befestigungsklip, so daß keine Schäden an der Fassade auftreten.In the case of larger distances between the individual holders, it may be expedient to fasten the rail between two holders with simple fastening clips on the facade, the holders e.g. be glued to the facade. The fastening clips are designed as holders with a defined release or release function and have no safety function, but only serve to prevent the rail from sagging and to initiate low retention forces. They are intended to withstand the basic load mentioned above and hold the rail up to a load of, for example, 1 kN. Instead, a holder with a corresponding release force can also be attached to the facade. In the event of a crash, the rail releases from the fastening clip or the entire holder from the fastening clip, so that no damage to the facade occurs.

Der als Anschlagpunkt fungierende Läufer umgreift ein Flanschpaar und gleitet auf diesem Flanschpaar. Er kann dazu auf der Innenseite mit einer Gleit- z.B. PTFE-Einlage oder -Beschichtung versehen sein. Um Kurvenstücke der Schiene besser durchfahren zu können, ist die Wange des Läufers nur am vorderen und hinteren Ende des Läufers mit einer Einlage versehen. Die Einlage ist als Formstück ausgebildet, das Vorsprünge aufweist, die in entsprechende Öffnungen des Läuferkörpers einschnappen oder darin verriegelt werden. Der Läufer kann auch mit einem Gleitüberzug ebenfalls z.B. aus PTFE nach bekanntem Verfahren beschichtet werden.The rotor, which acts as an attachment point, engages around a pair of flanges and slides on this pair of flanges. To do this, it can be glued on the inside with e.g. PTFE insert or coating. In order to be able to better drive through curve sections of the rail, the runner's cheek is only provided with an insert at the front and rear end of the runner. The insert is designed as a shaped piece which has projections which snap into corresponding openings in the rotor body or are locked therein. The runner can also be fitted with a slip cover, e.g. made of PTFE by a known method.

Ist keine Gleiteinlage oder -beschichtung vorhanden, so ist der Läufer an seinem vorderen und hinteren Ende zur Schiene hin mit einem nach innen vorspringenden, verstärkten Rand versehen. Diese verstärkten Ränder liegen an der Schiene an. Durch präzise Bearbeitung dieser Ränder lassen sich die Laufeigenschaften des Läufers verbessern, vor allem auf Kurvenstücken. Diese verstärkten Ränder bedeuten, daß im übrigen die Innenseite des Läufers hinterschnitten ist und dadurch zumindest bei geraden Schienenstücken nicht an der Schiene angreift.If there is no sliding insert or coating, the runner is at its front and rear end towards the rail with an inwardly projecting, reinforced edge Mistake. These reinforced edges lie against the rail. Precise machining of these edges can improve the running properties of the runner, especially on curved sections. These reinforced edges mean that, moreover, the inside of the runner is undercut and therefore does not attack the rail, at least in the case of straight rail sections.

Die erfindungsgemäße Vorrichtung kann zur Sicherung von Personen gegen Absturz sowohl bei vertikalen Steigwegen als auch bei horizontalen Strecken eingesetzt werden. Bei vertikalen Steigwegen ist der Läufer so ausgebildet, daß er bei einem Absturz gegen eine Abwärtsbewegung blockiert.The device according to the invention can be used to secure people against falling both on vertical climbing paths and on horizontal routes. In the case of vertical climbing paths, the runner is designed such that it blocks against a downward movement in the event of a fall.

In seiner einfachsten Form kann der Läufer aus zwei Halbschalen aufgebaut sein, die jeweils einen Flansch der Schiene umgreifen. Die beiden Halbschalen sind durch einen Block verbunden, der eine Bohrung aufweist, in der der Karabinerhaken des Sicherheitsgeschirrs eingehängt ist. Ein solcher starrer Läufer kann nur am Schienenende aufgesetzt werden.In its simplest form, the runner can be constructed from two half-shells, each of which engages around a flange of the rail. The two half-shells are connected by a block that has a hole in which the snap hook of the safety harness is suspended. Such a rigid runner can only be attached to the end of the rail.

In einer anderen Ausführungsform sind die beiden Halbschalen des Läufers mit Rohrbüchsen versehen, mit denen die Halbschalen auf eine Achse aufschiebbar sind. In ihrer geschlossenen Lage, in der sie die Flansche der Schiene eng umgreifen, sind die Halbschalen durch eine auf das Ende der Achse aufschraubbare Rändelmutter und einen Arretierbügel gesichert. Auf dem zwischen den Halbschalen liegenden Stück der Achse sitzt noch ein verschwenkbarer Arretierhebel. Der Hebel hat zwei unterschiedlich lange Hebelarme. An dem längeren Hebelarm ist eine Öffnung zum Einhängen des Karabinerhakens des Sicherheitsgeschirrs vorgesehen, während die Länge des kürzeren Hebelarms so gewählt ist, daß dieser gegen die Schiene drückt und dadurch bei einem vertikalen Steigweg den Läufer durch Reibschluß an der Schiene blockiert, wenn auf den längeren Hebelarm eine nach unten gerichtete Kraft ausgeübt wird. Die Achse kann in dem Bereich, in dem der Hebelarm auf ihr gelagert ist, in Form eines Exzenters ausgelenkt oder gekröpft sein. Durch Verdrehen der Achse kann der Abstand des Drehpunkts des Hebelarms damit zur Schiene hin und von der Schiene weg verlagert werden. Wenn der Drehpunkt zur Schiene hin verlagert ist, so ist die Blockierfunktion gegeben. Wenn der Drehpunkt dagegen von der Schiene weg verlagert ist, so stößt der kürzere Hebelarm bei einer Schwenkbewegung nicht an der Schiene an und ist die Blockierfunktion daher nicht gegeben. Die Achse ist in beiden Stellungen mittels eines kulissengeführten Sicherungsbügels fixierbar. Durch die Kulissenführung wird erreicht, daß der Sicherungsbügel nur dann in seine Fixierstellung verschwenkbar ist, wenn die Welle tatsächlich fixiert ist. Ein in dieser Weise ausgebildeter Läufer mit ein- und ausschaltbarer Arretierfunktion und/oder, der zum Ansetzen an einer beliebigen Stelle einer Schiene geöffnet und geschlossen werden kann, kann auch mit anderen Arten von Schienen und Sicherungssystemen verwendet werden und stellt daher eine selbständige Erfindung dar.In another embodiment, the two half-shells of the rotor are provided with pipe sleeves with which the half-shells can be pushed onto an axis. In their closed position, in which they grip tightly around the flanges of the rail, the half-shells are secured by a knurled nut that can be screwed onto the end of the axis and a locking bracket. A swiveling locking lever sits on the piece of axle lying between the half-shells. The lever has two lever arms of different lengths. On the longer lever arm there is an opening for hooking the snap hook of the safety harness, while the length of the shorter lever arm is selected so that it presses against the rail and thereby blocks the runner by frictional engagement on the rail with a vertical climb, if on the longer one Lever arm a downward force is exerted. The axis can be in the area in which the lever arm is mounted on it be deflected or cranked in the form of an eccentric. By turning the axis, the distance of the pivot point of the lever arm can be shifted towards the rail and away from the rail. If the pivot point is shifted towards the rail, the blocking function is given. If, on the other hand, the pivot point is shifted away from the rail, the shorter lever arm does not hit the rail during a pivoting movement and the blocking function is therefore not provided. The axis can be fixed in both positions by means of a link-guided safety bracket. The backdrop guide ensures that the safety bracket can only be pivoted into its fixing position when the shaft is actually fixed. A runner designed in this way with a locking function that can be switched on and off and / or that can be opened and closed for attachment at any point on a rail can also be used with other types of rails and safety systems and is therefore an independent invention.

Die Arretierung oder Blockierung des Läufers an der Schiene kann bei einem vertikalen Steigweg auch durch Formschluß erfolgen. An der Schiene sind dazu in regelmäßigen Abständen Fangrasten ausgebildet, gegen die ein an dem Hebelarm des Läufers ausgebildeter Arretierhaken läuft. Wegen der Einzelheiten einer solchen formschlüssigen Arretiereinrichtung wird auf DE-C-1 961 757 verwiesen.The runner can also be locked or blocked on the rail in the case of a vertical climbing path by positive locking. For this purpose catch catches are formed at regular intervals against which a locking hook formed on the lever arm of the runner runs. Because of the details of such a positive locking device, reference is made to DE-C-1 961 757.

Ein Ausführungsbeispiel der Erfindung wird nachfolgend anhand der Zeichnung erläutert. Es zeigen:

Fig. 1
die horizontale Schiene mit dem Läufer, einem Halter und einen Weg-Kraftbegrenzer;
Fig. 2
in einer Schnittdarstellung die horizontale Schiene mit dem Läufer und dem Halter;
Fig. 3
in einer Schnittdarstellung einen zweiteiligen Halter, der für eine Befestigung der Schiene sowohl an einer vertikalen Wand als auch auf einer horizontalen Fläche geeignet ist;
Fig. 4
die horizontale Schiene in dem verformten Zustand nach dem Auffangen einer Person;
Fig. 5
in Draufsicht einen Weg-Kraftbegrenzer am Ende der Schiene;
Fig. 6
in einer perspektivischen Darstellung einen Dehnstoß;
Fig. 7
die Befestigung einer Ersatzführung im Bereich des Dehnstoßes;
Fig. 8
im Teilschnitt die verschiebliche Befestigung des einen Schienenstücks am Dehnstoß;
Fig. 9
im Schnitt eine durch eine zweite parallel laufende Schiene verstärkte Schiene;
Fig. 10
die Anordnung von Heizbändern innerhalb des Kastenprofils der Schiene;
Fig. 11
in perspektivischer Darstellung einen Schienenbogen mit einem Ansatzstück;
Fig. 12
einen Schienenbogen in Draufsicht mit zwei Ansatzstükken;
Fig. 13
eine Schienenweiche in Draufsicht;
Fig. 14
die Schienenweiche von Fig. 13 in einer Ansicht von vorne;
Fig. 15
ein Verstärkungselement der Schiene;
Fig. 16
einen Läufer mit Arretierfunktion, der außerdem geöffnet werden kann;
Fig. 17
die Exzenterachse des Läufers von Fig. 16;
Fig. 18
den Arretierhebel des Läufers nach Fig. 16;
Fig. 19
in einer schematischen Darstellung die Wirkungsweise des Arretierhebels von Fig. 18; und
Fig. 20
die Kulisse des Läufers nach Fig. 16.
An embodiment of the invention is explained below with reference to the drawing. Show it:
Fig. 1
the horizontal rail with the runner, a holder and a travel force limiter;
Fig. 2
in a sectional view the horizontal rail with the runner and the holder;
Fig. 3
in a sectional view a two-part holder, which is suitable for fastening the rail both on a vertical wall and on a horizontal surface;
Fig. 4
the horizontal rail in the deformed state after catching a person;
Fig. 5
in plan view a travel force limiter at the end of the rail;
Fig. 6
an expansion joint in a perspective view;
Fig. 7
the attachment of a replacement guide in the area of the expansion joint;
Fig. 8
in partial section the slidable fastening of a rail piece on the expansion joint;
Fig. 9
on average a rail reinforced by a second parallel rail;
Fig. 10
the arrangement of heating tapes within the box profile of the rail;
Fig. 11
a perspective view of a rail arch with an extension piece;
Fig. 12
a rail arch in plan view with two lugs;
Fig. 13
a rail switch in plan view;
Fig. 14
the rail switch of Figure 13 in a view from the front.
Fig. 15
a rail reinforcement member;
Fig. 16
a runner with a locking function that can also be opened;
Fig. 17
the eccentric axis of the rotor of Fig. 16;
Fig. 18
the locking lever of the rotor according to Fig. 16;
Fig. 19
the operation of the locking lever of Fig. 18 in a schematic representation; and
Fig. 20
the backdrop of the runner according to FIG. 16.

Wie in Fig. 1 gezeigt, ist eine Schiene 10 mittels Haltern 12 an einer Fassade F befestigt. Auf der Schiene 10 wird ein Läufer 14 geführt, an dem mittels eines Karabinerhakens 15 eine Person gesichert werden kann. Das Ende der Schiene 10 ist in einem Weg-Kraftbegrenzer 16 gehalten.As shown in FIG. 1, a rail 10 is fastened to a facade F by means of holders 12. A runner 14 is guided on the rail 10, on which a person can be secured by means of a snap hook 15. The end of the rail 10 is held in a displacement force limiter 16.

In der Schnittdarstellung von Fig. 2 ist das ungefähr quadratische Kastenprofil der Schiene 10 dargestellt. Zwei gegenüberliegende Seiten des Kastenprofils sind jeweils durch zwei innen hohle Flansche 18, 20 bzw. 22, 24 verbreitert. Das Profil der Schiene ist dadurch symmetrisch sowohl zur horizontalen als auch zur vertikalen Mittellinie. Da die Schiene 10 außerdem ein geschlossenes Kastenprofil hat, ist das Widerstandsmoment in der Vertikalen und Horizontalen etwa gleich. Bei geringeren Belastungen kann man das Kastenprofil der Schiene 10 auch offen lassen. Im dargestellten Ausführungsbeispiel hat die Schiene 10 Außenabmessungen von 35 x 45 mm, eine Flanschhöhe von 9 mm und eine Flanschbreite von 8 mm, so daß die Breite der Nut zwischen den Flanschen 19 mm und das Außenmaß der Schiene, gemessen in diesen Nuten 27 mm beträgt. Die Schiene hat eine Wandstärke von 2 mm und besteht aus Edelstahl. Die Schiene 10 wird durch Kaltwalzen in mehreren Schritten geformt, wobei sich insbesondere in den Flanschbereichen wegen der dort vorhandenen kleinen Biegeradien eine hohe Materialverfestigung ergibt. Mit einer solchen Schiene 10 lassen sich Halterabstände von etwa 6 m erzielen.The approximately square box profile of the rail 10 is shown in the sectional view of FIG. 2. Two opposite sides of the box section are each widened by two internally hollow flanges 18, 20 and 22, 24. The profile of the rail is therefore symmetrical to both the horizontal and the vertical center line. Since the rail 10 also has a closed box profile, the section modulus in the vertical and horizontal is approximately the same. At lower loads, the box profile of the rail 10 can also be left open. In the illustrated embodiment, the rail has 10 outer dimensions of 35 x 45 mm, a flange height of 9 mm and a flange width of 8 mm, so that the width of the groove between the flanges is 19 mm and the outer dimension of the rail, measured in these grooves, is 27 mm , The rail has a wall thickness of 2 mm and is made of stainless steel. The rail 10 is formed by cold rolling in several steps, one in particular in the flange areas due to the small bending radii present there high material strengthening results. With such a rail 10, holder distances of about 6 m can be achieved.

Der Halter 12 weist eine Pratze 30 auf, die das Flanschpaar 22, 24 umgreift. Die Innenseite der Pratze 30 hat dabei einen PTFE-Einsatz 32, wodurch die Schiene 10 bei Belastung in der Pratze 30 verschieblich ist. Die Schiene 10 ist dadurch schwimmend gelagert. Die Pratze 30 ist mittig an dem Ende des Schenkels eines nach oben offenen U-Bügels 34 angeschweißt. Der andere Schenkel des U-Bügels 34 ist an der Fassade F verankert.The holder 12 has a claw 30 which engages around the pair of flanges 22, 24. The inside of the claw 30 has a PTFE insert 32, whereby the rail 10 is displaceable in the claw 30 when loaded. The rail 10 is thereby floating. The claw 30 is welded in the middle to the end of the leg of an upwardly open U-bracket 34. The other leg of the U-bracket 34 is anchored to the facade F.

Fig. 3 zeigt einen Halter 12, der zweiteilig ausgebildet und zur Befestigung der Schiene 10 sowohl an vertikalen als auch an horizontalen Flächen geeignet ist. An der Pratze 30 ist dazu ein kleiner Sockel 31 angeschweißt, der auf der Unterseite und auf seiner vertikalen Rückseite zwei Bohrungen 33 hat, so daß er an einem einfachen Winkelbügel 35 festgeschraubt werden kann und dabei zwei Positionen des Winkelbügels zuläßt. Die zweite Position, die der Winkelbügel 35 bei einer Befestigung auf einer horizontalen Fläche hat, ist in Fig. 3 gestrichelt eingezeichnet.Fig. 3 shows a holder 12 which is formed in two parts and is suitable for fastening the rail 10 on both vertical and horizontal surfaces. For this purpose, a small base 31 is welded to the claw 30, which has two bores 33 on the underside and on its vertical rear side, so that it can be screwed to a simple angle bracket 35 and thereby permits two positions of the angle bracket. The second position, which the angle bracket 35 has when fastened to a horizontal surface, is shown in dashed lines in FIG. 3.

Auf dem anderen Flanschpaar 18, 20 ist der Läufer 14 geführt. Der Läufer 14 weist PTFE-Einsätze oder nach innen vorspringende Ränder an den Enden auf und umgreift das Flanschpaar 18, 20. Zur Festlegung des PTFE-Einsatzes 36 ist in dem Läufer 14 eine Nase ausgedrückt, um an dieser Stelle die Einsätze festklippen zu können. Die PTFE-Einsätze 36 sind dadurch leicht austauschbar. Dies ist vorteilhaft, da die PTFE-Einsätze 36 im Gebrauch einem Verschleiß ausgesetzt sind. Der Läufer 14 stellt den Anschlagpunkt des Sicherungssystems dar und hat eine Befestigungsöse, an der ein Sicherungsgurt zum Sichern einer Person mittels des Karabinerhakens 15 einhängbar ist.The rotor 14 is guided on the other pair of flanges 18, 20. The rotor 14 has PTFE inserts or inwardly projecting edges at the ends and encompasses the pair of flanges 18, 20. To fix the PTFE insert 36, a nose is expressed in the rotor 14 so that the inserts can be clipped on at this point. The PTFE inserts 36 are therefore easily interchangeable. This is advantageous because the PTFE inserts 36 are subject to wear during use. The runner 14 represents the attachment point of the safety system and has a fastening eyelet, on which a safety belt for securing a person can be hung by means of the snap hook 15.

Fig. 4 zeigt die Verformung der Schiene 10 im Belastungsfall, wobei bei einem extremen Absturz die Schiene 10 etwa 1 m ausgelenkt wird. Die Auslenkung führt zu einer Längsspannung innerhalb der Schiene und, da die Schiene 10 in den Haltern 12 verschieblich oder schwimmend gelagert ist, zu einer Längsbewegung der Schiene 10 um den Betrag X. Wegen der schwimmenden Lagerung der Schiene 10 führt die Längsspannung auch nicht zu einer Verformung der Halter 12 in Richtung der Schiene 10, im vorliegenden Fall also in der Horizontalen, sondern die der Absturzstelle am nächsten liegenden Halter 12 werden lediglich nach unten aufgebogen. Diese Halter 12 müssen selbstverständlich ersetzt werden, bei einem solchen Aufbiegen der Halter 12 wird die Fassade F nicht beschädigt. Die Längsbewegung der Schiene 10 wird von dem Weg-Kraftbegrenzer 16 aufgenommen, der am Ende der Schiene 10 angeordnet ist. Der Abstand der Halter 12, das Widerstandsmoment der Schiene 10 und die Kennlinie des Weg-Kraftbegrenzers können dabei so eingestellt werden, daß die auf die Person einwirkende Fangkraft und der Fallweg minimiert werden.FIG. 4 shows the deformation of the rail 10 in the event of a load, the rail 10 being deflected by approximately 1 m in the event of an extreme crash. The deflection leads to a longitudinal tension within the rail and, since the rail 10 is displaceably or floatingly mounted in the holders 12, to a longitudinal movement of the rail 10 by the amount X. Because of the floating mounting of the rail 10, the longitudinal tension also does not lead to one Deformation of the holder 12 in the direction of the rail 10, in the present case thus horizontally, but the holder 12 closest to the crash site are merely bent downwards. These holders 12 must of course be replaced, with such a bending of the holder 12 the facade F is not damaged. The longitudinal movement of the rail 10 is absorbed by the travel force limiter 16, which is arranged at the end of the rail 10. The distance between the holder 12, the section modulus of the rail 10 and the characteristic of the travel force limiter can be set so that the catching force acting on the person and the fall distance are minimized.

Der Weg-Kraftbegrenzer 16 ist in Fig. 5 dargestellt. Der Weg-Kraftbegrenzer 16 enthält einen Sockel 44, der an dem Bauwerk, dem Baukran oder dgl. und im vorliegenden Fall an der Fassade F befestigt ist. Der Sockel 44 entspricht dem Halter 12 von Fig. 2. Durch eine Bohrung des Sockels 44 erstreckt sich ein Bolzen 48 mit zwei Querbohrungen 50 an den Enden des Bolzens, durch die sich die einen Enden von Reibungselementen 52 erstrecken, die Gewindestangen ähneln. Die anderen Enden der Reibungselemente 52 sind an einer Schlußplatte 54 festgelegt, die die Schiene 10 abschließt und an deren Ende befestigt ist. Der Sockel 44 weist ein Langloch 46 in seiner Mitte auf, wodurch der Sockel 44 weicher wird, was zur Verformbarkeit der Scheine und Dämpfung des Fangstoßes beiträgt. Ein entsprechendes Langloch ist zweckmäßig auch bei den Haltern 12 vorhanden, ist in der Zeichnung jedoch nicht dargestellt. Dadurch wird die Verformbarkeit der Schiene 10 erleichtert.The travel force limiter 16 is shown in FIG. 5. The displacement force limiter 16 contains a base 44 which is fastened to the building, the construction crane or the like and in the present case to the facade F. The base 44 corresponds to the holder 12 of FIG. 2. Through a bore in the base 44, a bolt 48 extends with two transverse bores 50 at the ends of the bolt, through which one end of friction elements 52, which resemble threaded rods, extend. The other ends of the friction elements 52 are fixed to an end plate 54 which closes the rail 10 and is fastened to the end thereof. The base 44 has an elongated hole 46 in its center, as a result of which the base 44 becomes softer, which contributes to the deformability of the notes and damping of the impact impact. A corresponding elongated hole is expediently also present in the holders 12, but is not shown in the drawing. The deformability of the rail 10 is thereby facilitated.

Bei einer Längsbewegung der Schiene 10 in Richtung des Pfeils 56 werden die Reibungselemente 52 durch die Querbohrungen 50 des Bolzes 48 hindurchgedrückt. Die Gewindegänge 53 der Reibungselemente 52 werden dabei verformt und plattgedrückt, wodurch der Längsbewegung der Schiene 10, die durch einen Absturz einer daran gesicherten Person ausgelöst wurde, ein erheblicher Widerstand entgegengesetzt wird und die Fallenergie verzehrt wird. Durch die Höhe der Gewindegänge 53, deren Abstand und deren Breite kann eine bestimmte Reibungskraft für die Bewegung der Reibungselemente 52 durch die Querbohrungen 50 eingestellt werden. Durch Verändern dieser Werte entlang der Reibungselemente 52 kann auch eine gewünschte Weg/Kraft-Kennlinie eingestellt werden. So kann entsprechend dem kleineren Auslenkungswinkel zu Beginn einer Verformung der Schiene 10 bei einem Absturz die Reibungskraft der Reibungselemente 52 in den Querbohrungen 50 zunächst höher gewählt werden.During a longitudinal movement of the rail 10 in the direction of arrow 56, the friction elements 52 are pressed through the transverse bores 50 of the bolt 48. The threads 53 of the friction elements 52 are deformed and flattened, as a result of which the longitudinal movement of the rail 10, which was triggered by a person falling thereon from falling, is opposed to considerable resistance and the falling energy is consumed. Due to the height of the threads 53, their spacing and their width, a certain frictional force for the movement of the friction elements 52 through the transverse bores 50 can be set. By changing these values along the friction elements 52, a desired displacement / force characteristic can also be set. Thus, in accordance with the smaller deflection angle at the beginning of a deformation of the rail 10 in the event of a crash, the frictional force of the friction elements 52 in the transverse bores 50 can initially be selected to be higher.

Wie in den Fig. 1 und 5 erkennbar, ist an der Schlußplatte 54 in Aussparungen 58, die mit der Nut 21 zwischen den Flanschpaaren fluchtet, ein Sicherungsbügel 60 quer zur Schiene 10 verschieblich gelagert. Durch Schraubendruckfedern 62 innerhalb der Schlußplatte 54 wird der Sicherungsbügel gegen das Flanschpaar 18, 20 gedrückt, so daß der Läufer 14 in der Normalstellung des Sicherungsbügels 60 nicht aus dem Ende der Schiene 10 herausfallen kann. Um den Läufer 14 von der Schiene 10 zu lösen, muß zunächst der Sicherungsbügel 60 von Hand von dem Flanschpaar 18, 20 weggedrückt werden, wie durch den Pfeil 64 in Fig. 1 angegeben.As can be seen in FIGS. 1 and 5, on the end plate 54, in a recess 58, which is aligned with the groove 21 between the pairs of flanges, a securing bracket 60 is slidably mounted transversely to the rail 10. By helical compression springs 62 within the end plate 54, the securing bracket is pressed against the pair of flanges 18, 20, so that the runner 14 cannot fall out of the end of the rail 10 in the normal position of the securing bracket 60. In order to detach the rotor 14 from the rail 10, the securing bracket 60 must first be pushed away from the flange pair 18, 20 by hand, as indicated by the arrow 64 in FIG. 1.

Die Fig. 6, 7 und 8 zeigen Einzelheiten des Dehnstoßes. Dehnstöße können in Abständen bei mehreren engen Umlenkungen zum Ausgleich von temperaturbedingten Längenänderungen erforderlich sein. An einem Dehnstoß werden zwei Schienenstücke 11 mittels eines Stoßstückes 70 verbunden. Das Stoßstück 70 ist ein Vollmaterial-Profilstück ähnlich einem Verlängerungsstück und einem Ansatzstück, dessen Außenkontur der Innenkontur der Schiene 10 entspricht. Da die Flansche 18, 20, 22, 24 hohl sind, hat das Stoßstück 70 entsprechende Flansche, die jedoch um die Materialstärke der Schiene 10 schmäler und niedriger sind. In das eine Schienenstück 11 wird das Stoßstück etwa 10 cm weit eingeschoben und mittels Senkkopfschrauben festgelegt. Das andere Schienenstück 11 soll zum Ausgleich von temperaturbedingten Längenunterschieden auf dem Stoßstück 70 wandern können. In den flachen Außenseiten des Stoßstücks 70 befinden sich dazu längliche Ausfräsungen 72, in denen ein Nutstein 74 geführt ist, der im Inneren des anderen Schienenstücks 11 ebenfalls durch Senkkopfschrauben befestigt ist. Durch die Länge der Ausfräsung 72 wird die maximal zulässige Relativbewegung der beiden Schienenstücke 11 begrenzt.6, 7 and 8 show details of the expansion joint. Expansion joints may be necessary at intervals with several narrow deflections to compensate for temperature-related changes in length. At an expansion joint, two rail pieces 11 are connected by means of a joint piece 70. The butt piece 70 is a solid material profile piece similar to an extension piece and an extension piece, the outer contour of the inner contour of the Rail 10 corresponds. Since the flanges 18, 20, 22, 24 are hollow, the butt piece 70 has corresponding flanges which, however, are narrower and lower by the material thickness of the rail 10. In the one rail piece 11, the butt piece is pushed in about 10 cm and fixed by means of countersunk screws. The other rail section 11 should be able to move on the butt piece 70 to compensate for temperature-related differences in length. For this purpose, there are elongated cutouts 72 in the flat outer sides of the butt piece 70, in which a slot nut 74 is guided, which is also fastened in the interior of the other rail piece 11 by countersunk screws. The maximum permissible relative movement of the two rail pieces 11 is limited by the length of the cutout 72.

Um zu verhindern, daß der Läufer 14 an einem solchen Dehnstoß hängen bleibt, sind in den beiden Nuten 21 zwischen den Flanschpaaren Ersatzführungen 76 vorgesehen. Die Ersatzführungen 76 haben ein Profil aus zwei parallel verlaufenden Rinnen. Sie sind an dem Stoßstück 70 festgeschraubt 7 und legen sich in den Nuten 21 der Schiene 10 eng an die Innenseiten der Flansche 18, 22 bzw. 20, 24. Die Ersatzführungen 76 werden mit etwas Vorspannung in die Nuten der Schienenstücke 11 gedrückt, so daß sie eng gegen die Innenseite der Flansche 18, 22 bzw. 20, 24 anliegen und ruckfrei vom Läufer überfahren werden können. In den Rinnen der Ersatzführungen 76 werden die dort laufenden Enden des Umgriffs des Läufers 14 geführt. Durch diese Ersatzführungen 76 wird sichergestellt, daß der Läufer 14 weitgehend ruckfrei über einen Dehnstoß gleitet. Dadurch, daß das Stoßstück 70 ebenfalls Flansche hat, ist auch beim Überfahren des Dehnstoßes Sicherheit gegen Absturz gewährt.In order to prevent the rotor 14 from getting caught on such an expansion joint, replacement guides 76 are provided in the two grooves 21 between the pairs of flanges. The replacement guides 76 have a profile made of two parallel channels. You are screwed 7 to the butt 70 and lie in the grooves 21 of the rail 10 close to the inside of the flanges 18, 22 and 20, 24. The replacement guides 76 are pressed with a little bias in the grooves of the rail pieces 11, so that they lie closely against the inside of the flanges 18, 22 or 20, 24 and can be run over smoothly by the rotor. The ends of the grasping of the rotor 14 running there are guided in the grooves of the replacement guides 76. These replacement guides 76 ensure that the rotor 14 slides largely smoothly over an expansion joint. Because the butt piece 70 also has flanges, safety against falling is also guaranteed when the expansion joint is passed over.

Fig. 9 zeigt, wie die Schiene 10 durch eine parallel dazu verlaufende gleiche Schiene 80 verstärkt werden kann. Mittels Klammern 82, die die jeweils zueinander gerichteten Flanschpaare der beiden Schienen 10, 80 umfassen und durch eine Schraube 84 zusammengespannt sind, werden die beiden Schienen 10, 80 zusammengespannt. Eine solche Verstärkung kann zur Überbrückung besonders großer Abstände zwischen den Haltern 12 zweckmäßig sein. Die Verstärkungsschiene 80 erstreckt sich dabei im allgemeinen nur über den mittleren Bereich der Schiene 10 zwischen zwei Haltern 12.FIG. 9 shows how the rail 10 can be reinforced by an identical rail 80 running parallel to it. The two rails 10, 80 are clamped together by means of clamps 82, which encompass the flange pairs of the two rails 10, 80 which are directed towards one another and are clamped together by a screw 84. Such reinforcement can be used as a bypass particularly large distances between the holders 12 may be appropriate. The reinforcement rail 80 generally extends only over the central region of the rail 10 between two holders 12.

Fig. 10 zeigt die Anordnung von Heizbändern 86 innerhalb der hohlen Flansche 18, 20. Solche Heizbänder aus mit Kohlenstoff gefüllter Kunststoffmatrix haben Kaltleitereigenschaften und sind allgemein bekannt. Mittels derartiger Heizbänder 86 kann das Vereisen der Schiene 10 verhindert werden.10 shows the arrangement of heating tapes 86 within the hollow flanges 18, 20. Such heating tapes made of carbon-filled plastic matrix have PTC properties and are generally known. The heating of the rail 10 can be prevented by means of such heating tapes 86.

Die Fig. 11 und 12 zeigen Kurvenstücke 90, die jeweils einen 90°-Bogen darstellen. Die Kurvenstücke 90 werden hergestellt, indem zunächst, z.B. aus Aluminium ein Vollmaterial-Ring mit einem der Schiene 10 entsprechenden Profil gedreht wird. Aus diesem Ring können dann einzelne Kurvenstücke 90 mit dem gewünschten Bogenwinkel herausgeschnitten werden. In den Stirnflächen der Kurvenstücke 90 werden Gewindebohrungen 92 geschnitten. Ansatzstücke 96 mit einem Profil gleich der Innenkontur der Schiene 10 und aus Vollmaterial mit einer zentralen Bohrung werden mittels einer zentralen Schraube 94, die in die Gewindebohrung 92 eingedreht wird, festgespannt. Wie in Fig. 12 gezeigt, werden im Gebrauch an beiden Stirnseiten des Kurvenstücks 90 Ansatzstücke 96 festgespannt. Innerhalb des Kurvenstücks 90 kann die Flanschhöhe oder -breite etwas verringert sein, um ein problemloses Durchfahren des Kurvenstücks 90 mit dem Läufer 14 zu ermöglichen.11 and 12 show curve pieces 90, each of which represents a 90 ° bend. The curve pieces 90 are manufactured by first, e.g. a solid material ring made of aluminum is rotated with a profile corresponding to the rail 10. Individual curve pieces 90 can then be cut out of this ring with the desired arc angle. Threaded bores 92 are cut in the end faces of the curve pieces 90. Attachments 96 with a profile equal to the inner contour of the rail 10 and made of solid material with a central bore are clamped by means of a central screw 94 which is screwed into the threaded bore 92. As shown in FIG. 12, in use 90 extensions 96 are clamped on both end faces of the curve piece. The flange height or width can be slightly reduced within the curve piece 90 in order to enable the runner 14 to pass through the curve piece 90 without problems.

Die Fig. 13 bis 15 zeigen eine Schienenweiche 100. Die Schienenweiche 100 besteht aus zwei zusammenlaufenden Kurvenstücken 102, 104. Die Schienenweiche 100 ist aus Aluminium-Vollmaterial gefräst und in einem Bereich 105 von etwa 2 cm entlang des Flansches des einen Kurvenstücks 102, 104 ist das jeweils andere Kurvenstück 104 bzw. 102 ausgefräst. Die Tiefe der Ausfräsung entspricht der halben Abmessung der Schiene 10 quer zu den Flanschseiten (Fig. 14). Zum Ausgleich dieser Schwächung des Materials ist auf der Unterseite der Schienenweiche 100 eine Verstärkungsplatte 108 aufgeschraubt. An den drei Endpunkten der Schienenweiche 100 befinden sich Ansatzstücke 110, an denen Schienenstücke 11 angeschraubt werden können. Beim Durchfahren der Schienenweiche 100 ist stets die volle Absturzsicherheit gewährleistet. Beim Durchfahren der Schienenweiche 100 umgreift der Läufer 14 auf der vollen Länge der einen Seite stets einen Flansch und zumindest an einem Punkt der anderen Seite ebenfalls einen Flansch. Durch diese Dreipunkthalterung kann der Läufer 14 nicht aus der Schienenweiche 100 fallen. Ein Vorteil deiser Weiche ist, daß sie keine beweglichen Teile aufweist. Die Richtungsauswahl erfolgt durch entsprechenden Anpreßdruck von Hand. Ein einziger Weichentyp ermöglicht dabei alle Richtungsänderungen und Zusammenführung und Trennung von Schienen.13 to 15 show a rail switch 100. The rail switch 100 consists of two converging curve pieces 102, 104. The rail switch 100 is milled from solid aluminum and in an area 105 of approximately 2 cm along the flange of the one curve piece 102, 104 the other curve piece 104 or 102 is milled out. The depth of the milling corresponds to half the dimension of the rail 10 transversely to the flange sides (FIG. 14). To compensate for this weakening of the material, there is 100 on the underside of the rail switch a reinforcement plate 108 is screwed on. At the three end points of the rail switch 100 there are attachment pieces 110 to which rail pieces 11 can be screwed. Full safety against falling is always guaranteed when passing through the rail switch 100. When the rail switch 100 is traversed, the runner 14 always engages around a flange over the full length of one side and also at least at one point on the other side also around a flange. Due to this three-point bracket, the runner 14 cannot fall out of the rail switch 100. An advantage of this switch is that it has no moving parts. The direction is selected by appropriate contact pressure by hand. A single switch type enables all changes of direction and merging and separation of rails.

Der Läufer 14 enthält bei der Ausführungsform der Fig. 2 zwei Halbschalen 26, 27, die an einem zwischen ihnen liegenden Block 28 angeschweißt sind. Jede der Halbschalen 26, 27 umgreift einen Flansch 18 bzw. 20 der Schiene 10. In dem Block 28 ist eine Bohrung 29 vorgesehen, in die der Karabinerhaken eines Sicherheitsgeschirrs eingehängt werden kann.In the embodiment of FIG. 2, the rotor 14 contains two half-shells 26, 27 which are welded to a block 28 located between them. Each of the half-shells 26, 27 engages around a flange 18 or 20 of the rail 10. In the block 28, a bore 29 is provided, into which the snap hook of a safety harness can be hung.

Wie in Fig. 2 durch die gestrichelte Linie 112 angedeutet, sind die Halbschalen 26, 27 hinterschnitten, so daß sie jeweils nur an ihrem vorderen und hinteren Ende Berührung mit den Flanschen 18, 20 der Schiene 10 haben. Dadurch wird zum einen das Durchfahren von Kurven erleichtert und zum anderen lassen sich die Enden der Halbschalen 18, 20 präziser bearbeiten, wodurch der Läufer 14 leichter auf der Schiene 10 gleitet. Bei dem Ausführungsbeispiel von Fig. 2 sind die Halbschalen 26, 27 fest an dem Block 28 angeschweißt, so daß der Läufer 14 nur am Schienenende von der Schiene 10 gelöst oder auf sie angeschoben werden kann.As indicated in FIG. 2 by the dashed line 112, the half-shells 26, 27 are undercut, so that they only have contact with the flanges 18, 20 of the rail 10 at their front and rear ends. This on the one hand makes driving through curves easier and on the other hand the ends of the half-shells 18, 20 can be machined more precisely, as a result of which the runner 14 slides more easily on the rail 10. In the embodiment of FIG. 2, the half-shells 26, 27 are welded firmly to the block 28, so that the runner 14 can only be detached from the rail 10 or pushed onto it at the rail end.

Die Fig. 16 bis 20 zeigen eine Ausführungsform des Läufers 14, bei der die Halbschalen 26, 27 geöffnet werden können, so daß der Läufer 14 an jeder beliebigen Stelle auf die Schiene 10 gesetzt werden kann, und zum anderen der Läufer 14 eine Arretierfunktion erfüllen kann und dadurch auch an vertikalen Steigwegen einsetzbar ist. Die Arretierfunktion wird manchmal auch bei horizontalem oder geneigtem Schienenverlauf gewünscht, z.B. um sich von der Schiene 10 weglehnen zu können. Die beiden Halbschalen 26, 27 sind auf einer Exzenterachse 114 (Fig. 17) drehbar und verschiebbar gelagert. An Lagerabschnitten 116 jeder Halbschale 26, 27 sind dazu auf beiden Seiten Büchsen 118, 120 vorgesehen. Mit diesen Büchsen werden die Halbschalen 26, 27 auf die Exzenterachse 114 aufgeschoben. Die inneren Büchsen 118 haben dabei einen größeren Innendurchmesser als die äußeren Büchsen 120 und die Exzenterachse 114 ist mit einer entsprechenden Durchmesserabstufung 122 versehen. Die eine Halbschale 26 wird durch eine Rändelmutter 124 und die andere Halbschale 27 durch einen am Ende der Exzenterachse 114 befestigten Hebelgriff 136 auf der Exzenterachse 114 drehbar gehalten. In der Mitte ist die Exzenterachse 114 gekröpft, so daß ein Exzenterabschnitt 128 entsteht. Auf dem Exzenterabschnitt 128 ist ein Arretierhebel 130 gelagert, der einen längeren Hebelarm 132 mit einer Öse zum Einhängen des Karabinerhakens 15 des Sicherheitsgeschirrs und einem kürzeren Hebelarm 134 zur Arretierung des Läufers 14 an der Schiene 10 aufweist. Durch den Hebelgriff 136 kann die Exzenterachse 114 gedreht werden, so daß sich der Abstand des Exzenters 128 von der Schiene 10 ändert. Die Anordnung ist dabei so getroffen, daß der kürzere Hebelarm 134 nicht an der Schiene vorbeigeschwenkt werden kann, wenn sich der Exzenter 128 in seiner der Schiene 10 nahen Position befindet. Der kürzere Hebelarm 134 kann dagegen frei an der Schiene 10 vorbei verschwenkt werden, wenn die Exzenterachse 114 in die Position gedreht wird, in der der Exzenter 128 seine größte Entfernung von der Schiene 10 hat. Befindet sich der Exzenter 128 in seiner schienennahen Stellung, so kann der Läufer 14 nur in einer Richtung entlang der Schiene 10 bewegt werden, wobei der längere Hebelarm 132 dann in Bewegungsrichtung zeigt, während der kürzere Hebelarm 134 entgegen der Bewegungsrichtung zeigt. Bei einem vertikalen Steigweg wird der Läufer 14 so eingesetzt, daß der kurze Hebelarm 134 schräg nach unten zur Schiene 10 hin zeigt, so daß der Läufer 14 bei einem Absturz an der Schiene 10 arretiert wird.16 to 20 show an embodiment of the runner 14 in which the half-shells 26, 27 can be opened so that the runner 14 can be placed on the rail 10 at any point can be set, and on the other hand the rotor 14 can perform a locking function and can therefore also be used on vertical climbing paths. The locking function is sometimes also desired when the rail is horizontal or inclined, for example in order to be able to lean away from the rail 10. The two half-shells 26, 27 are rotatably and displaceably mounted on an eccentric axis 114 (FIG. 17). For this purpose, bushings 118, 120 are provided on both sides of bearing sections 116 of each half-shell 26, 27. With these bushings, the half-shells 26, 27 are pushed onto the eccentric axis 114. The inner sleeves 118 have a larger inner diameter than the outer sleeves 120 and the eccentric axis 114 is provided with a corresponding diameter gradation 122. One half shell 26 is rotatably held on the eccentric axis 114 by a knurled nut 124 and the other half shell 27 by a lever handle 136 attached to the end of the eccentric axis 114. The eccentric axis 114 is cranked in the middle, so that an eccentric section 128 is formed. A locking lever 130 is mounted on the eccentric section 128 and has a longer lever arm 132 with an eyelet for hanging the snap hook 15 of the safety harness and a shorter lever arm 134 for locking the runner 14 on the rail 10. The eccentric axis 114 can be rotated by the lever handle 136, so that the distance of the eccentric 128 from the rail 10 changes. The arrangement is such that the shorter lever arm 134 cannot be pivoted past the rail when the eccentric 128 is in its position close to the rail 10. The shorter lever arm 134, on the other hand, can be freely pivoted past the rail 10 when the eccentric axis 114 is rotated into the position in which the eccentric 128 is at its greatest distance from the rail 10. If the eccentric 128 is in its position close to the rail, the runner 14 can only be moved in one direction along the rail 10, the longer lever arm 132 then pointing in the direction of movement, while the shorter lever arm 134 points counter to the direction of movement. With a vertical climb, the rotor 14 is used so that the short Lever arm 134 shows obliquely downwards towards the rail 10, so that the runner 14 is locked on the rail 10 in the event of a crash.

Die Exzenterachse 114 ist sowohl in ihrer Arretierstellung, in der der Exzenter 128 zur Schiene 10 hin verschwenkt ist, als auch in der Freilaufstellung, in der der Exzenter 128 von der Schiene 10 weg verschwenkt ist, fixierbar. Dazu ist in der in Fig. 16 unteren kleinen Büchse 120 eine Querbohrung 138 vorgesehen, die mit einer fluchtenden Querbohrung 140 in der Exzenterachse 114 in der Arretierstellung und in der Freigabestellung zur Deckung kommt. Mittels eines Fixierbügels 142, dessen Enden im fixierten Zustand die Querbohrungen 138 der Büchse 120 durchsetzen und von beiden Seiten her teilweise in die Querbohrung 140 der Exzenterachse 114 eingreifen, wird die Exzenterachse 114 in der Halbschale 26 fixiert. Der Fixierbügel 142 rastet in eine Rille 144 am Dach der Rändelmutter 124 ein. Zum Lösen der Fixierung wird der Fixierbügel 142 um die Querbohrungen 138, 140 verschwenkt. In der Nähe der Querbohrungen 138, 140 werden die beiden Schenkel des Fixierbügels 142 in einer Kulisse 146, die in einem Randflansch 148 der Büchse 120 in Form von zwei voneinander divergierenden Einschnitten 150 ausgebildet ist, geführt. Beim seitlichen Verschwenken des Fixierbügels 142 werden seine Enden durch die Kulissenführung soweit gespreizt, daß sie die Exzenterachse 114 freigeben und die Exzenterachse 114 mittels des Hebelgriffs 136 um 180° gedreht werden kann. In dieser Drehlage ist die Exzenterachse 114 dann durch Zurückschwenken des Fixierbügels 142 fixierbar.The eccentric axis 114 can be fixed both in its locking position, in which the eccentric 128 is pivoted towards the rail 10, and in the freewheeling position, in which the eccentric 128 is pivoted away from the rail 10. For this purpose, a transverse bore 138 is provided in the lower bush 120 in FIG. 16, which overlaps with an aligned transverse bore 140 in the eccentric axis 114 in the locking position and in the release position. The eccentric axis 114 is fixed in the half-shell 26 by means of a fixing bracket 142, the ends of which in the fixed state penetrate the transverse bores 138 of the sleeve 120 and partially engage in the transverse bore 140 of the eccentric axis 114 from both sides. The fixing bracket 142 engages in a groove 144 on the roof of the knurled nut 124. To release the fixation, the fixing bracket 142 is pivoted about the transverse bores 138, 140. In the vicinity of the transverse bores 138, 140, the two legs of the fixing bracket 142 are guided in a link 146 which is formed in an edge flange 148 of the bush 120 in the form of two incisions 150 which diverge from one another. When the fixing bracket 142 is pivoted laterally, its ends are spread so far by the link guide that they release the eccentric axis 114 and the eccentric axis 114 can be rotated by 180 ° by means of the lever handle 136. In this rotational position, the eccentric axis 114 can then be fixed by pivoting the fixing bracket 142 back.

Durch eine nicht dargestellte Schenkelfeder, die zwischen dem Hebel 130 und dem Lagerabschnitt 116 der Halbschale 26 und/oder 27 auf der oder den großen Büchsen 118 sitzt wird der Hebel 130 in eine Ruhestellung gedrückt, in der der kürzere Hebelarm 134 zur Schiene 10 hin und der längere Hebelarm 132 von der Schiene weg zeigt. Falls die Arretierfunktion eingeschaltet ist, so wird der Läufer 14 dadurch ohne Belastung an der Schiene 10 arretiert. Gemäß Fig. 19 kann dabei ein Wegbegrenzer in Form einer Nase 152 an den großen Büchsen 118 vorgesehen sein und von dem Hebel 130 ein Zapfen 154 vorstehen, so daß der Hebel 130 einen definierten Maximalwinkel zur Schiene 10 von kleiner als 90° einnehmen kann. Durch diesen Wegbegrenzer wird zugleich die maximale Abbremskraft bei Arretierung des Läufers 14 an der Schiene 10 festgelegt. Die Nase 152 ist auf der von der Schiene abgewandten Seite der Büchse 118 ausgebildet, so daß der Zapfen 154 nur bei eingeschalteter Arretierfunktion gegen diese Nase 122 stößt. Bei ausgeschalteter Arretierfunktion kann er dagegen über die Nase 152 bewegt werden.By a leg spring, not shown, which sits between the lever 130 and the bearing section 116 of the half-shell 26 and / or 27 on the large bushing 118 or the lever 130 is pressed into a rest position in which the shorter lever arm 134 to the rail 10 and the longer lever arm 132 points away from the rail. If the locking function is switched on, the runner 14 is thereby turned on without load the rail 10 locked. 19, a path limiter in the form of a nose 152 can be provided on the large bushes 118 and a pin 154 protrude from the lever 130, so that the lever 130 can assume a defined maximum angle to the rail 10 of less than 90 °. This travel limiter also defines the maximum braking force when the runner 14 is locked on the rail 10. The nose 152 is formed on the side of the bush 118 facing away from the rail, so that the pin 154 only abuts against this nose 122 when the locking function is switched on. When the locking function is switched off, however, it can be moved over the nose 152.

Der Hebel 130 ist zweckmäßig aus mehreren dünnen Lamellen oder Blechen aufgebaut, die miteinander vernietet sind. Außerdem hat der Exzenter 128 etwa den gleichen Durchmesser wie die danebenliegenden durchmessergroßen Abschnitte der Exzenterachse 114. Die Lamellen können dadurch einzeln von diesen Abschnitten durch leichtes Kippen auf den Exzenter 128 geschoben werden. Erst danach werden die Lamellen zusammengenietet. Dabei ergibt sich außerdem der Vorteil, daß bei einem Qerzug auf den längeren Hebelarm 132 in Richtung der Exzenterachse 114 sich die einzelnen Lamellen etwas gegeneinander versetzen und wegliegen können und dadurch das Kippmoment auf den Exzenter 128 verringert wird.The lever 130 is expediently constructed from a plurality of thin lamellae or sheets which are riveted together. In addition, the eccentric 128 has approximately the same diameter as the adjacent large-diameter sections of the eccentric axis 114. The slats can thereby be pushed individually from these sections onto the eccentric 128 by slight tilting. Only then are the slats riveted together. This also has the advantage that when pulling on the longer lever arm 132 in the direction of the eccentric axis 114, the individual lamellas can be slightly offset from one another and away, and the tilting moment on the eccentric 128 is thereby reduced.

Zum Öffnen des Läufers 14 wird zunächst der Fixierbügel 142 von der Rändelmutter 124 weggeschwenkt, so daß seine Enden nicht mehr in die Querbohrung 140 in der Exzenterachse 114 liegen, und wird die Rändelmutter 124 soweit abgeschraubt, daß die beiden Halbschalen 26 und 27 voneinander weg auf der Exzenterachse 114 verschoben werden können und dadurch der Läufer 14 auf die Schiene 10 aufgesetzt oder von ihr abgenommen werden kann. In seiner geschlossenen Stellung ist der Läufer 14 durch die Rändelmutter 124 und zusätzlich durch den Fixierbügel 142 gesichert, wobei der Fixierbügel 142 zugleich ein Aufdrehen der Rändelmutter 124 verhindert.To open the rotor 14, the fixing bracket 142 is first pivoted away from the knurled nut 124 so that its ends no longer lie in the transverse bore 140 in the eccentric axis 114, and the knurled nut 124 is unscrewed to such an extent that the two half-shells 26 and 27 move away from one another the eccentric axis 114 can be moved and thereby the runner 14 can be placed on the rail 10 or removed from it. In its closed position, the runner 14 is secured by the knurled nut 124 and additionally by the fixing bracket 142, the fixing bracket 142 simultaneously preventing the knurled nut 124 from being unscrewed.

Claims (14)

1. Device for securing a people against a fall, with a rail (10) which is fastened by means of holders (12) and with a runner (14), which is guided along the rail (10), characterized in that
- the rail (10) is held movable in its longitudinal direction in the holders (12),
excluding devices in which the rail is substantially pre-tensioned.
2. Device according to claim 1, characterized in that the holders (12) have friction-reducing inserts (32).
3. Device according to claim 2, characterized in that the friction-reducing insert (32) is made from PTFE.
4. Device according to one of claims 1 to 3, characterized in that the holders (12) have a claw (30) and a U-bracket (34) open to the top, the one leg of the U-bracket (34) being fastened to the claw (30) at approximately the height of the centre line of the rail (10).
5. Device according to one of claims 1 to 4, characterized in that the rail (10) has a closed hollow profile with roughly square cross-section and with flanges (18, 20; 22, 24) which point away from each other on each of two opposite-facing side surfaces of the cross-section profile.
6. Device according to claim 5, characterized in that the cross-section profile of the rail (10) is symmetrical about the horizontal and the vertical axis.
7. Device according to claim 4 and 5 or 6, characterized in that the claw (30) encloses the one flange pair (22, 24).
8. Device according to one of claims 6 and 7, characterized in that the runner (14) grasps around the other flange pair (18, 20).
9. Device according to one of claims 1 to 8, characterized in that at least one end of the rail (10) is held in a path force limiter (16), which opposes a pre-set resistance to a movement of the rail (10).
10. Device according to claim 9, characterized in that the pre-set resistance is produced by pressing friction elements (52), fastened to the end of the rail (10), through bores (50) of a component (48) fastened to a support (44).
11. Device according to one of claims 1 to 10, characterized in that the running surfaces (26, 27) of the runner (14) are undercut.
12. Device according to one of claims 1 to 11, characterized in that an arrester lever (130) is housed swivellable in the runner (14) which lever engages with the rail (10) in friction- or form-locking manner because of the force occurring in the event of a fall.
13. Device according to claim 12, characterized in that the arrester lever (130) is housed on an eccentric axis (114), and that the fulcrum of the arrester lever (130), in order to engage or disengage the arrester function, can be shifted towards the rail (10) and away from it by rotating the eccentric axis (114).
14. Device according to claim 13, characterized in that the runner (14) has half-shells (26, 27) which enclose the flanges (18, 20) and are housed on the eccentric axis (114), the half-shells (26, 27) being secured by a milled nut (124) and additionally by a fixing rod (142) which can be inserted into aligned bores (138, 140) in a bush (118) on one half-shell (26) and in the eccentric axis (114) and is sliding-block guided.
EP98958240A 1997-11-03 1998-11-03 Falling safeguard device Expired - Lifetime EP1028783B1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE29719485U 1997-11-03
DE29719485U DE29719485U1 (en) 1997-11-03 1997-11-03 Fall protection
PCT/EP1998/006946 WO1999022816A2 (en) 1997-11-03 1998-11-03 Falling safeguard device

Publications (2)

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EP1028783A2 EP1028783A2 (en) 2000-08-23
EP1028783B1 true EP1028783B1 (en) 2004-03-31

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EP98958240A Expired - Lifetime EP1028783B1 (en) 1997-11-03 1998-11-03 Falling safeguard device

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US (2) US6425458B1 (en)
EP (1) EP1028783B1 (en)
AT (1) ATE262953T1 (en)
CZ (1) CZ296380B6 (en)
DE (2) DE29719485U1 (en)
PL (1) PL188592B1 (en)
WO (1) WO1999022816A2 (en)

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Publication number Publication date
US6571912B2 (en) 2003-06-03
PL340822A1 (en) 2001-02-26
ATE262953T1 (en) 2004-04-15
CZ20001624A3 (en) 2000-08-16
PL188592B1 (en) 2005-02-28
CZ296380B6 (en) 2006-03-15
EP1028783A2 (en) 2000-08-23
WO1999022816B1 (en) 1999-10-28
DE59811117D1 (en) 2004-05-06
US6425458B1 (en) 2002-07-30
WO1999022816A2 (en) 1999-05-14
DE29719485U1 (en) 1999-03-18
US20020148682A1 (en) 2002-10-17
WO1999022816A3 (en) 1999-08-26

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