EP2663692B1 - Gelenkvorrichtung zur halterung eines schildpfostens - Google Patents

Gelenkvorrichtung zur halterung eines schildpfostens Download PDF

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Publication number
EP2663692B1
EP2663692B1 EP20130707894 EP13707894A EP2663692B1 EP 2663692 B1 EP2663692 B1 EP 2663692B1 EP 20130707894 EP20130707894 EP 20130707894 EP 13707894 A EP13707894 A EP 13707894A EP 2663692 B1 EP2663692 B1 EP 2663692B1
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EP
European Patent Office
Prior art keywords
hinge joint
joint device
sign post
post
angular position
Prior art date
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Active
Application number
EP20130707894
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German (de)
English (en)
French (fr)
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EP2663692A1 (de
Inventor
Peter OBERKOFLER
Sascha HOFER
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Individual
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Individual
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Publication of EP2663692A1 publication Critical patent/EP2663692A1/de
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    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F9/00—Arrangement of road signs or traffic signals; Arrangements for enforcing caution
    • E01F9/60—Upright bodies, e.g. marker posts or bollards; Supports for road signs
    • E01F9/623—Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by form or by structural features, e.g. for enabling displacement or deflection
    • E01F9/627—Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by form or by structural features, e.g. for enabling displacement or deflection self-righting after deflection or displacement
    • E01F9/629—Traffic guidance, warning or control posts, bollards, pillars or like upstanding bodies or structures
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F9/00—Arrangement of road signs or traffic signals; Arrangements for enforcing caution
    • E01F9/60—Upright bodies, e.g. marker posts or bollards; Supports for road signs
    • E01F9/623—Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by form or by structural features, e.g. for enabling displacement or deflection
    • E01F9/65—Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by form or by structural features, e.g. for enabling displacement or deflection with rotatable, swingable or adjustable signs or signals
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F9/00—Arrangement of road signs or traffic signals; Arrangements for enforcing caution
    • E01F9/60—Upright bodies, e.g. marker posts or bollards; Supports for road signs
    • E01F9/658—Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by means for fixing
    • E01F9/673—Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by means for fixing for holding sign posts or the like

Definitions

  • the present invention relates generally to the field of street equipment or the like.
  • a holder device for a shield post or similar post which is e.g. is placed vertically on the ground or in the immediate or indirect area of a road, parking or path.
  • Traffic signs are usually attached to support posts which are rammed in the ground, in a street or in a sidewalk.
  • posts hereinafter referred to as "tag posts"
  • the post As a result of the collision of the vehicle, the post is damaged and deformed, leaving it bent and no longer allows a perfect view of the traffic sign; in a particularly strong impact, the post can almost break.
  • the road sign administration eg a municipal administration responsible for the roads, therefore has to expend considerable costs for the supervision, the maintenance of the damaged shield posts and the complete replacement of the posts, which are broken or bent over a certain tolerance measure.
  • a first drawback associated with these solutions is that the outer coil spring is unable to keep the shield post sufficiently stable under normal conditions due to its internal technical features.
  • a post with a height of 3 meters with the road sign attached at its upper end has a weight and a force of wind exerted by wind, which are larger than can be compensated by the coil spring.
  • Such a shield post is less stable under normal conditions, vibrates constantly and can be tilted considerably under wind pressure.
  • a second disadvantage is therefore associated with the cost and complexity of maintaining the shield post provided with an external coil spring. Added to this is the fact that the outer coil spring may be subject to damage and be unesthetic.
  • a post foot which has a base plate, at the top of which a return ring is arranged.
  • the return ring engages in a lower opening of a tube arranged perpendicular to the base plate, at the upper end of a shield post is attached.
  • a U-shaped bolt is placed, which is brought into engagement with an eyebolt, wherein the eyebolt projects into the interior of the tube.
  • a coil spring is arranged, which is to exert a certain restoring force at a tilted tube, so that the tube returns to an upright position.
  • a disadvantage of this solution is that due to the arrangement of the U-shaped bolt and the eye bolt relative to each other, the tube can not be tilted uniformly in all directions. Tilting the tube obliquely to the U-shaped bolt can even lead to the U-shaped bolt or the eye bolt being deformed or even damaged.
  • a street post is known, which should raise itself again after tilting.
  • an elastic rubber hose is arranged in the interior of the tube in the region of the joint, which exerts a certain restoring force.
  • a spiral spring is arranged in the upper part of the two-part tube, which is coupled to a cable. The rope is stirred in a guide joint in the lower part of the tube, deflected there at a deflecting plate and guided in another guide joint back into the upper part of the tube.
  • a similar street post is also from the AU 766749 B2 known.
  • shut-off device for parking known.
  • the shut-off device has a base with a post arranged thereon, which can be tilted on the base. Inside the post, a coil spring is arranged to exert a certain restoring force on a tilted post so that the post returns to an upright position.
  • the present invention is therefore based on the technical problem to provide a holding device of a shield post or the like, which makes it possible to eliminate the above-mentioned disadvantages with reference to the prior art and / or to achieve further advantages, in particular a structurally simple and stable To provide hinge device for holding a shield post.
  • this object is achieved with a hinge device, a system, a shielding device and a method according to the independent claims.
  • the hinge device according to the present invention is useful for implementing an elastically flexible shielding device in which no spring is visible on the outside. This has the advantage that a particularly aesthetic shielding device can be provided, which is also characterized by a high weather resistance and represents no additional danger.
  • the articulating device according to the present invention is also advantageous for carrying out a flexible shielding device which allows for rapid disassembly or rapid replacement of the shield post when needed without having to remove or remove the pillar substructure.
  • the hinge device can be used with ordinary shield posts, i. non-flexible ones that have already been built to easily convert them into flexible shielding facilities, with the benefit of a great deal of cost savings for future maintenance.
  • the hinge device is intended to be interposed between a shield post and a substructure.
  • the substructure is a pipe or post section which has been fixed or cemented in the ground and slightly protruding from the ground plane, or is flush with it.
  • the hinge device comprises a first member and a second member, each of which is intended to be attached to the base or to the post.
  • the first member and the second member are interconnected via a hinge connection which allows bending or tilting (angular / angular relative movement) of the second member relative to the first member.
  • An elastic system brings the two members back in the direction of the non-bent or non-tilted position.
  • the two members are in a non-bent position (also referred to as the origin orientation of the links) and the shield post remains vertical and / or aligned with the substructure. If a force greater than a certain minimum force acts on the shield posts, then the two links bend or tilt relative to each other, allowing the post to change its inclination relative to the substructure. If the external force load no longer acts, the elastic system brings the post back into the vertical initial position.
  • the elastic system is calibrated so that the shield post remains stably maintained under normal conditions, for example under the action of the wind or a person leaning against the post, and the post bending or tilting is allowed under the action of appreciable force before it reaches the post damaged.
  • the elastic system is calibrated to tilt the post in the region of an applied force that is below a force that would plastically deform or damage the post.
  • the shield post can perform a reversible bend or reversible tilt.
  • the elastic system comprises an elastically deformable element and a deforming element which deforms the elastic element during the movement caused by the bending or tilting of the two limbs. In the reverse movement, the deforming element is returned to an initial position.
  • the elastic element is connected to one of the two links and the deforming element is connected to the other of the two links: the change in inclination between the two links causes mutual displacement between the elastic element and the deforming element and therefore an interaction between the latter two , which results in an elastic deformation of the elastic element and in a subsequent return force.
  • the resilient member / deforming member elastic system allows excellent stability of the post and adjustment of the force required for bending or tilting.
  • the hinge device may be configured such that the elastic element is biased, i. the elastic element has a stored spring energy (and therefore a bias to be overcome), even if the two members are in the unbent or non-tilted position relative to each other.
  • the elastic system is housed within one of the two members, which has a tubular shape with an internal receptacle for the elastic system.
  • the elastic system is therefore physically protected by the tubular member and therefore, apart from providing an aesthetic advantage, substantially eliminates the problems of dirt accumulation and wear due to weathering.
  • the elastic member is pressure-loaded during flexure of the hinge device. This is useful to obtain a more stable device against unwanted vibrations and in which a highest inclination limit is easily obtained in the range of maximum pressure that the elastic element can experience.
  • the elastic element comprises a plate spring or a series of plate spring packets. This is advantageous in order to produce a hinge device capable of offering a very high return force in a very limited space, such as receiving within the tubular member.
  • the diaphragm spring may e.g. a force of 10 kN to 100 kN, preferably 25 kN to 50 kN develop, while it can be arranged simultaneously in a tubular member with a diameter of a conventional shield post.
  • This is advantageous for providing a shielding device, e.g. with a height of 3m, which is vertically stable under normal conditions and e.g. can be bent up to 35 ° in a collision of a vehicle, which then can return to the vertical position after the impact.
  • a disc spring package consists of at least two mutually interchangeable disc springs.
  • connection between the two members is of the "multiple direction” type, i. it forms a hinge that allows bending or tilting in all directions.
  • connection is a hinge with cylindrical symmetry with respect to the axis of the shield post. This is advantageous in order to obtain a shielding device that behaves equally regardless of the direction from which the impact comes.
  • the hinge connection is designed as a chain which has at least two chain links.
  • the chain has exactly two chain links, wherein a first chain link with the first link of the hinge device and a second chain link with the elastically deformable element are connected.
  • the chain links are hereinafter also referred to as rings, wherein the rings do not necessarily have to have a round shape.
  • the chain links or rings have an oval or oblong shape.
  • the hinge device includes attachment accessories attachable to the shield post or substructure via conical expansion devices or other attachment means.
  • Each mounting accessory is also fastened on the first or on the second member, for example via screw.
  • the hinge device is interposed therebetween and bolted therebetween (i.e., between the attachment accessories) by performing the attachment.
  • bolts For fixing and bayonet connections or plug connections can be provided with bolts.
  • a predetermined breaking point can also be provided.
  • an intermediate piece is provided which has a predetermined breaking point and which is arranged between the fastening accessories and the first member or the second member.
  • the hinge device remains outside the floor. This is advantageous to further protect both the joint and the resilient system from dirt (e.g., mud, soil, sand) that could compromise efficiency, as well as to facilitate the maintenance and eventual removal of the articulating device. Should it be necessary for any reason to disassemble the shielding device and to remove the articulated device, this can be done without having to act on the substructure and / or perform excavation work.
  • dirt e.g., mud, soil, sand
  • the hinge device has the same outer diameter as the shield post in which it is mounted, with the advantage that there is no visual interruption between the post and its base.
  • the hinge device has an anti-rotation device.
  • the anti-rotation ensures that the second member of the hinge device during erection always returns to the original position relative to the first member, even if the second member rotates about its longitudinal axis during tilting.
  • the lower end of the second member may be configured slightly wavy.
  • the upper end of the first member may also be configured slightly wavy, preferably so that the two wave-shaped configured ends in an erected position of the hinge device correspond to each other or intermesh.
  • the invention may be provided between the first member and the mounting accessory, for securing the first member to the base, an intermediate piece, with which the first member is connected to the mounting accessory, such as by means of a screw, and which has a predetermined breaking point. This will prevent the hinge device from being damaged by excessive forces applied. If we exceed a certain force, the intermediate piece breaks at the predetermined breaking point, so that the remaining components of the joint device remain essentially intact and only the intermediate piece has to be replaced.
  • a hinge device is indicated by the reference numeral 9.
  • the hinge device 9 is designed to hold and support a shield post or the like, e.g. a post 95 provided with a sign or traffic sign 97. In use, the hinge device 9 is disposed between the shield post 95 and a base 99.
  • the substructure 99 is a pipe or post section which is fixed in a floor 93 and forms a base to which the shield post 95 is attached via the hinge device 9.
  • the floor 93 may e.g. earth, road, sidewalk, place, or generally a place where the attachment of a signpost 95 is required.
  • the substructure 99 is e.g. a pipe section, which preferably has the same diameter as the shield post 95 and is cemented in the base 93.
  • the substructure 99 is at least partially buried in the base 93 and in particular may project slightly from the surface of the base 93, but this is not a mandatory condition.
  • the hinge device 9 comprises a first member 1 and a second member 2, which are connected to each other by a hinge connection 3.
  • the first member 1 is intended to be connected to the substructure 99 and is therefore a basic member of the articulating device 9, while the second member 2 is intended to be connected to the shield post 95 (in particular case to a base portion 95a) therefore, an upper member of the hinge device 9.
  • first member 1 and the second member 2 have a substantially tubular shape with a circular cross section and consist of Metal, for example made of steel. Other stable materials can also be used.
  • the second member 2 may vary in its inclination relative to the first member 1, so that a certain degree of flexibility (inclination / tilting / moving range) of the articulation device 9 is made possible.
  • the first member 1 and the second member 2 are movable relative to each other between a first angular position and a second angular position.
  • the second member 2 In the first angular position, as in Fig. 2 2, the second member 2 is substantially aligned with the first member 1, ie its respective longitudinal axes 20, 10 are parallel to each other or coincide. In the second angular position, like out Fig. 3 can be seen, the second member 2 is bent or tilted or tilted relative to the first member 1, ie their respective longitudinal axes 20, 10 are at an angle A to each other.
  • the bending of the hinge device 9 is essentially a relative pivoting, tilting and / or rotation between the two members 1, 2 about an axis or hinge axis or pivot point defined by the hinge connection 3.
  • the articulated connection 3 is designed in the manner of a "multi-direction articulated connection", ie it allows an inclination of the members 1, 2 relative to each other in a plurality of directions by 360 ° in plan.
  • the shows Fig. 5 a plan view of the hinge device 9, the second member 2 is dashed lines in a variety of different directions inclined.
  • the hinge joint 3 forms a hinge between the first member 1 and the second member 2, the hinge having a substantially cylindrical symmetry with respect to the longitudinal axis 10 of the first member 1. That is, the hinge is substantially rotationally symmetrical with respect to its longitudinal axis.
  • the hinge joint 3 comprises a chain 30 having a plurality of rings or chain links connected together in the row: a first ring or chain link 31 is connected to the first link 1 and a second ring or chain link 32 is connected to the second link 2.
  • the chain 30 comprises a total of three rings or chain links and between the first ring or chain link 31 and the second ring or chain link 32, a third ring or chain link 33 is interposed.
  • a chain 30 with exactly two rings or chain links 31, 32 is provided. In another embodiment, more than two chain links can be provided.
  • the chain 30 limits a distance between the first member 1 and the second member 2 from each other, but at the same time allows the members to tilt relative to each other without binding them in a specific inclination direction; the chain 30 therefore forms a joint in several directions by 360 °.
  • the first member 1 has an annular surface 11 at the upper end, which forms a plant and a stop for a bottom tube end 21 of the second member 2: in the first angular position, the tube end 21 rests on the annular surface 11 along the entire circumference, while in the second Angle position only a limited portion of the pipe end 21 rests on a corresponding, limiting portion of the annular surface 11.
  • the annular surface 11 and the pipe end 21 may be configured substantially wave-shaped, as with reference to FIG FIGS. 14 and 15 shown.
  • the first member 1 further comprises a tube projection 13 projecting from the annular surface 11 and having a diameter smaller than the diameter of the annular surface 11.
  • the projection 13 has a shape which is substantially complementary to a receptacle 23 which is in the Floor of the second member 2 is excluded.
  • the projection 13 In the first angular position in which the first member 1 and the second member 2 are aligned with each other, the projection 13 is in the receptacle 23 receives and prevents, thanks to the mutual complementarity, mutual movements between the links 1 and 2 transverse to the longitudinal axes 10, 20.
  • a transverse offset between the first member 1 and the second member 2 by the overlap between the projection 13 and the side wall of the receptacle 23 prevents.
  • the projection 13 has a tapered or rounded shape upwards to allow the inclination in the direction of the second angular position, without coming into overlap with the receptacle 23.
  • the articulated device 9 further comprises a return mechanism 4 adapted to force or retrieve the first member 1 and the second member 2 in the direction of the first angular position, i.e., return the same. in the direction of education.
  • the return mechanism 4 comprises an elastic element, which in the example is a disc spring 40, and a deforming element, e.g. a slider or a piston 45 is.
  • the elastic element comprises a number of plate spring packets, which are connected in series or series, wherein a disc spring assembly consists of at least two mutually interchangeable disc springs arranged.
  • the diameter of the disc springs or disc spring assemblies substantially corresponds to the inner diameter of the second, i. of the upper member 2.
  • the deforming member 45 cooperates with the elastic member 40 to deform the latter beyond the bias during movement between the first angular position and the second angular position.
  • the elastic element 40 is additionally loaded and exerts a return force which, when the external force ceases, causes the hinge device 9 to be at rest, i. returns to the unbent or non-tilted position.
  • the second member 2 (ie, the upper member connectable to the shield post 95) has a substantially tubular shape
  • Shape defining an inner receptacle 25 to receive the elastic member 40.
  • the deformation of the elastic member 40 is a compression, i. the elastic element 40 is further compressed as soon as the links 1 and 2 are in the second bending angle position relative to a rest position or less compressed as soon as the links 1, 2 are in the first aligned angular position.
  • the elastic member 40 comprises a number of cup spring packs, i. it comprises a plurality of plate elements 400, which are superimposed and elastically deformable under pressure (squeezing).
  • the plate elements 400 each have a continuous, central axial bore.
  • the elastic member 40 therefore has a first end 41 (or base end), a second end 42 (or upper end) opposite the first end 41, and a cavity 43 extending continuously between the first end 41 and the second end 42 ,
  • the continuous cavity 43 is formed by the central, aligned bores of the plate members 400.
  • the receptacle 25 within the second member 2 has a holder portion for the spring 40, which is formed by a collar 26 or an annular surface or in the interior of the second member 2 protruding projection on which the first end 41 of the spring 40 rests.
  • the inner diameter in the upper region of the second member is greater than in the lower region of the second member or larger than in the region of the collar 26.
  • the inner diameter of the second member around the region of the collar 26 is smaller than the outer diameter the first end 41 of the spring 40th
  • the deforming element is essentially a spool 45 having a shaft 46 and a head 47 having a width or diameter greater than the shaft 46.
  • the shaft 46 is slidably received in the continuous cavity 43 of the spring 40, while the head 47 rests on the second end 42 of the spring 40, thanks to its larger transverse dimensions (which are even greater than the diameter of the continuous cavity 43).
  • the head 47 presses on the second end 42 of the spring 40 and the shaft 46 passes through the cavity 43 and protrudes from the first end 41 of the spring 40.
  • the diameter of the protruding from the first end 41 of the spring 40 portion of the spool 45 may be greater than, less than or equal to the diameter of the continuous cavity 43.
  • the head and the shaft can be designed in one piece.
  • the head 47 is releasably connected to the shaft 47.
  • the head 47 is designed here as a nut.
  • the shaft 46 is secured to the second ring 32 of the chain 30 at the projecting from the first end 41 or side.
  • the projecting end of the shank 46 has a recess 49 for partially receiving the second ring 32 which is secured to the shank 46 by a bolt 34 which is inserted in a through hole 490 provided therewith, which is recessed in the shank 46 ,
  • the bolt 34 when inserted in the through bore 490, passes through the recess 49 and the second ring 32 so that the second ring is held in the recess 49.
  • the chain 30 is inserted within the tube projection 13 of the first link 1, and the first ring 31 of the chain 30 is secured to the first link 1 via a corresponding mandrel 36 which is inserted in a through hole 19 provided therefor in the first link 1, in particular in a bottom pipe section 15 is worked out.
  • the mandrel 36 when inserted in the through bore 19, passes through the bottom tube section 15 and the first ring 31, so that the first ring is held in the tube projection 13.
  • the chain 13 sets a maximum distance between the first member 1 and the slider 45 and is set to be tensioned with partial compression of the plate spring 40 as soon as the hinge device 9 is in the first angular position, ie, the hinge device 9 is biased in the first angular position, in order to ensure a certain stability of the salaried Schildpfostens.
  • the distance between the first member 1 and the second member 2 increases in Axial Scheme (where the chain 30 is) and the chain 30 therefore exerts a pulling force on the slider 45 by the free Displacement is prevented together with the spring 40.
  • the links 1 and 2 always remain in contact, except that during a tilting movement the bearing surface becomes a point contact.
  • the mental focal points of the contact surfaces of the members 1 and 2 then no longer coincide but separate from each other due to the relative tilting movement about a common support point of the contact surfaces, the distances of this support point to the respective axis 10, 20 need not necessarily be identical. That is, the contact point of the upper joint slips inward on the contact surface, that is, in the direction of axis 10.
  • the head 47 is therefore pulled in the direction of the collar 26 of the receptacle 25 and pushes the plate spring 40 further together.
  • the slider 45 performs a partial displacement within the cavity 43 of the spring 40 by being pulled in the direction of the first member 1 and thus pushes the spring 40 in the direction of the collar 26.
  • an intermediate piece 100 may be provided which has a predetermined breaking point 101, as with reference to Fig. 14 shown. In case of damage then only the intermediate piece 100 is damaged, so that only this must be replaced, which has a significant cost and labor reduction.
  • the Belleville spring 40 is loaded with a force of 25 kN (i.e., the Belleville spring washers are biased) when the links 1, 2 are in the first aligned angular position.
  • the cup springs or cup spring pacts can be biased in the first aligned angular position with a larger or smaller force than 25 kN, which ultimately depends on the required stability, weight and length of the shield post to be supported.
  • the plate spring 40 is loaded with a force of 50 kN as soon as the links 1, 2 are in a second bending angular position, e.g. a slope A of 35 ° corresponds. In the second bending angle position, the plate springs or cup spring pacts can also be loaded with a larger or smaller force than 50 kN.
  • the hinge device 9 is installed using attachment accessories that allow connection to the shield post 95 and to the base 99.
  • a first attachment accessory 6 has a first portion 61 attachable to a base portion 95a of the shield post 95 and engageable with the base portion 95a of the shield post 95, and a second portion 62 attachable to the upper end of the second member 2 or in engagement with the upper end of the second member 2 can be brought.
  • the first attachment accessory 6 has in particular a cylindrical or rotationally symmetrical tubular shape.
  • the legs of the first part 61 are internally tapered and slotted, wherein the slots do not all have to be the same width.
  • the first part 61 is a first end portion intended to be inserted inside the end base 95 a of the shield post 95.
  • the attachment with the shield post is carried out, for example, via a conical spreading device 64, which is arranged in the first part 61 and is adjustable via a screw 65 (for example with ISO thread M12), which is accessible from the second part 62.
  • the second part 62 is a second end portion which is intended to be inserted within the upper end of the second member 2 of the hinge device 9.
  • the second part 62 is provided with an external thread 66, which engages with an internal thread 28 of the second member 2, which is executed at the upper end of the second member 2.
  • the attachment of the first attachment accessory 6 to the hinge device 9 is carried out by the first accessory 6 is screwed into the second member 2.
  • the attachment of the first member 1 to the mounting accessory 6 can be realized in an alternative embodiment by a bayonet lock.
  • a collar 63 having a diameter which is larger than the diameter of the two parts 61, 62.
  • the diameter of the collar 63 is equal to the outer diameter of the second member 2 and the shield post 95th
  • a second attachment accessory 7 has a first, attachable to the base 99 part 71 and a second part 72 which is fastened to the bottom of the first member 1.
  • the second attachment accessory 7 in particular has a cylindrical or rotationally symmetrical tubular shape.
  • the legs of the part 71 are internally tapered and slotted, wherein the slots are not all the same width have to.
  • the first part 71 is a first end portion intended to be fixed inside the substructure 99.
  • the attachment to the substructure 99 is e.g. via a conical spreading device 74 which is arranged on the first part 71 and adjustable by means of a screw 75 (for example with ISO thread M12) which is accessible from the second part 72.
  • the second part 72 is a second end portion intended to receive the bottom of the first member 1 of the hinge device 9.
  • the second part 72 is provided with an internal thread 76, which engages with an external thread 18 of the first member 1, which is executed in the bottom tube portion 15 of the first member 1.
  • the attachment of the second attachment accessory 7 to the hinge device 9 is performed by the second accessory 7 is screwed to the first member 1.
  • the attachment of the first member 1 to the mounting accessory 7 can be realized in an alternative embodiment by a bayonet lock.
  • the second part 72 has a diameter equal to the outer diameter of the second member 2 and the shield post 95.
  • the first part 71 has a diameter smaller than the second part 72nd
  • a first attachment accessory 6 is attached to the bottom 95a of the shield post 95: the first part 61 of the accessory 6 is inserted into the bottom end of the post and the screw 65 is screwed on, with the result that the conical spreading device 64 is clamped, the first part 61 deformed by locally increasing the diameter, so that the first part 61 is clamped in the shield post 95.
  • the hinge device 9 is then screwed to the first attachment accessory 6, ie, the upper end of the second member 2 of the hinge device 9 is screwed to the second part 62 of the accessory 6.
  • the hinge device 9 has a cross section having a shape and outer dimensions that are equal to the shape and the outer dimensions of the cross section of the shield post 95.
  • the outer diameter D2 of the second member 2 (which has the tubular shape and which forms the entire length of the hinge device 9) is equal to the outer diameter D95 of the shield post 95.
  • the hinge device 9 forms a continuous, also visually, with the shield post 95 and therefore has no negative aesthetic effect.
  • the annular surface 11 of the first member 1 has an outer diameter which is equal to the outer diameter D 2 of the second member 2.
  • the diameter D2 is 60 mm and the length L9 of the hinge device 9, when mounted, is 300 mm.
  • other diameters and lengths of the joint device can be selected, which ultimately depends on the specific requirements of the joint device.
  • a substructure 99 is made in the desired area for the attachment of the shield post.
  • the substructure 99 is a pipe section that is inserted and cemented in a road or sidewalk or generally in a floor 93.
  • the pipe section 99 has the same diameter D95 of the shield post 95.
  • the pipe section 99 easily protrudes from the floor 93 or is flush therewith.
  • a second attachment accessory 7 is secured in the substructure 99: the first part 71 of the accessory 7 is inserted in the substructure 99 and the screw 75 is tightened.
  • the conical spreader 74 deforms the first part 71 locally by increasing its diameter and clamping the attachment accessory 7 in the substructure 99.
  • the second attachment accessory 7 also remains slightly protruding from the floor 93 itself or is flush with the floor. Eventually, the tube portion 99 can be set deeper in the bottom 93, leaving only the second attachment accessory 7 above.
  • the assembly post 95 / hinge device 9 is screwed to the second attachment accessory 7, i. the bottom 15 of the first link 1 (and therefore the entire set) is screwed into the second part 72 of the second accessory 7 and the shield post 95 is thus secured to the bottom 93.
  • the hinge device 9 may be attached to the base 99 without the shield post 95, and the shield post may be connected to the second link 2 after the hinge device 9 has been screwed to the base 99.
  • a shielding device 91 is thus obtained, in which the articulated device 9 is interposed between the shield post 95 and the substructure 99, whereby a bending or inclination of the shield post 95 relative to the bottom 93 is made possible.
  • the shield post 95 is normally held in a substantially vertical position. Namely, the first member 1 and the second member 2 are forced toward the first alignment position.
  • the use of disc springs or cup spring packs ensures a considerable stability and the shield post also remains under the action of wind or under the action of forces, e.g. are due to a person leaning against the post, essentially in a vertical position.
  • the first member 1 and the second member 2 are located outside the bottom 93, i. the entire articulated device 9 is above the level of the floor 93.
  • This is advantageous for the device which requires a very simple substructure, and also for the maintenance in the case where the replacement of the articulated device 9 would be necessary. In particular, it is sufficient to unscrew the shield post 95 and / or the hinge device 9 without interfering with the substructure.
  • the removal can be done in a short time simply by the Entity post / hinge device from the second mounting accessory 7 is unscrewed.
  • the hinge device 9 allows removal, replacement or replacement of the shield post 95 within a short time, without any damage to the traffic sign device 91, leaving the substructure 99 intact.
  • the fact that the articulating device 9 is completely out of the ground has the advantage that the articulation 3 and the return mechanism 4 are protected from dirt, mud, earth, water, which are otherwise in the device. 9 accumulate and could affect the operation and the service life.
  • the arrangement of the spring 40, i. a bulky component, in the second member 2, which is more remote from the bottom 93, is advantageous for bringing the hinge axis defined by the hinge joint 3 as close as possible to the bottom 93, but at the same time the hinge device 9 is kept out of the ground. It should be noted that the length required for the first link 1 is far below the length required for the second link 2.
  • the object of the present invention also makes it possible to reversibly flexibly (ie tiltably design) a traffic sign device of conventional type 910, with a shield post 950 having a base section which is enclosed in the floor and in which the post is already bent due to an impact ( Fig. 13 ) is supplemented by a hinge device according to the invention.
  • the procedure during the procedure provides for the shield post 950 to be cut off above the bottom 93 (section line 90 in FIG Fig. 13 ), maintaining a shield post portion 95 and a substructure 99 formed by the portion of the base portion which remained trapped in the bottom 93.
  • a hinge device 9 is connected to the bottom 95a of the post section 95, for example, via a first attachment accessory 6.
  • the hinge device 9 is also connected to the substructure section 99 eg via a second attachment accessory 7.
  • a flexible traffic sign device 91 is obtained assuming a conventional already installed device 910 without the need for intervention on the substructure or on a new substructure.
  • a substructure namely a section 99 of the existing post 950 is used, which is already fixed in the bottom 93.
  • Fig. 14 shows a side view of a section of the hinge device Fig. 1 with an intermediate piece 100, wherein the intermediate piece 100 can be arranged between the first member 1 and the second fastening accessory 7.
  • the intermediate piece 100 has an internal thread on the upper side into which the external thread 18 of the first member 1 engages.
  • the intermediate piece 100 On the lower side, the intermediate piece 100 has an external thread, which is brought into engagement with an internal thread 76 of the second fastening accessory 7.
  • the intermediate piece 100 can thus be arranged in a simple manner by screwing between the intermediate piece 100 and the first member 1.
  • the outer diameter of the intermediate piece 100 essentially corresponds to the outer diameter of the first member 1 and the outer diameter of the second member 2.
  • the intermediate piece 100 has in the embodiment shown here a radially encircling predetermined breaking point 101, which is arranged here somewhat below the internal thread.
  • the predetermined breaking point ensures that the joint device and / or the shield post are not damaged in the event of excessive bending or if the inclination is too great. Rather, opens at an excessive bending or too large a slope, the intermediate piece 100 along the predetermined breaking point 101, so ultimately only the intermediate piece 100 must be replaced.
  • Fig. 14 shown a rotation.
  • the rotation is formed by two wave-shaped portions of the first member 1 and the second member 2, which correspond to each other.
  • the annular surface 11 at the upper end of the first member 1 is this slightly wavy (serrated) configured.
  • the lower tube end 21 of the second member is also slightly wavy (serrated) designed with the regions 11 and 21 have substantially the same waveform.
  • the waveforms have a substantially irregular course in the radial direction, so that the annular surface 11 of the first member and the lower tube end 21 of the second member preferably at exactly one Position of the first member relative to the second member correspond to each other or intermesh. This ensures that a erected after tilting shield post always returns to the correct original position and does not straighten up in a twisted position relative to the first member.
  • Fig. 15 shows the Gelenkvornchtung Figure 14 wherein the second member 2 is rotated by a certain angle relative to the first member 1 (a) and wherein the second member 2 corresponds to the first member 1 in terms of the twisting angle.
  • the second member 2 When tilting the second member 2 relative to the first member 1 or when erecting the second member 2, the second member 2 can be rotated about its longitudinal axis (when the shield post is approximately rammed sideways), so that the second member 2 is rotated relative to the first member 1 is.
  • This condition is shown in Figure (a) Fig. 15 shown. It can be seen here that the wavy configured annular surface 11 at the upper end of the first member 1 does not correspond to the wavy designed tube end 21 of the second member 2 and does not engage in this.
  • the anti-twist device ensures that a road sign attached to a rebuilt shield post is always in the right direction shows.
  • the receptacle for the elastic element in the first member or in the base member is excluded, which has a tubular shape, while the deforming element is connected via the chain with the second member or the upper member ,

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Pivots And Pivotal Connections (AREA)
  • Road Signs Or Road Markings (AREA)
  • Motorcycle And Bicycle Frame (AREA)
  • Dry Shavers And Clippers (AREA)
  • Burglar Alarm Systems (AREA)
EP20130707894 2012-03-09 2013-03-07 Gelenkvorrichtung zur halterung eines schildpfostens Active EP2663692B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
IT000040A ITVR20120040A1 (it) 2012-03-09 2012-03-09 Dispositivo snodato per supportare un palo segnaletico o simile.
PCT/EP2013/054653 WO2013132026A1 (de) 2012-03-09 2013-03-07 Gelenkvorrichtung zur halterung eines schildpfostens

Publications (2)

Publication Number Publication Date
EP2663692A1 EP2663692A1 (de) 2013-11-20
EP2663692B1 true EP2663692B1 (de) 2015-01-14

Family

ID=46001663

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20130707894 Active EP2663692B1 (de) 2012-03-09 2013-03-07 Gelenkvorrichtung zur halterung eines schildpfostens

Country Status (4)

Country Link
US (1) US9303374B2 (it)
EP (1) EP2663692B1 (it)
IT (1) ITVR20120040A1 (it)
WO (1) WO2013132026A1 (it)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3041995B1 (en) * 2013-06-04 2018-11-28 Jmb Manufacturing Pty Ltd Flexible coupling
US10066350B2 (en) * 2014-07-31 2018-09-04 Stommpy S.R.L. Modular anti-impact protection
KR101727209B1 (ko) * 2015-07-02 2017-04-14 오영일 유연성을 구비한 안전펜스 지지장치
EP3372731B1 (de) * 2017-03-08 2020-07-22 Toll Collect GmbH Verkehrsüberwachungsanordnung
KR102009361B1 (ko) * 2018-06-08 2019-08-12 한국건설기술연구원 외주면 압축변형 파이프에 의한 충돌에너지 감소 구조를 가지는 슬라이딩 레일 조립체를 구비한 감충지주 및 차량 지주충돌시의 충격 감소방법
US12060686B2 (en) * 2020-12-04 2024-08-13 Argo Corp, Inc. Roadway safety device
GB2613924A (en) * 2021-09-28 2023-06-21 Mccue Corp Post assembly with impact absorbing core mechanism
CN114992525A (zh) * 2022-06-10 2022-09-02 国家石油天然气管网集团有限公司 一种集成式管道桩

Family Cites Families (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1679623A (en) * 1926-10-25 1928-08-07 Olsen Henry Signal-post structure
US2164680A (en) * 1938-04-22 1939-07-04 Donovan Hugh Hooper Flexible parking sign
AU4343668A (en) * 1968-09-16 1970-03-26 Improvements in self-rectifying safety posts
US4106879A (en) * 1976-11-08 1978-08-15 Gubela Strassenausrustungs-Gmbh Knockover roadway marker post
US4270873A (en) * 1979-04-13 1981-06-02 Rapidgate, Inc. Pivotable delineator post
IT1189433B (it) * 1982-12-06 1988-02-04 Antonio Ferruccio Segnalimite stradale antiurto
US4588324A (en) * 1984-01-09 1986-05-13 Hermann Goellner Slalom pole
DE3511906A1 (de) * 1984-03-31 1985-10-31 Josef 7963 Eichstegen Nusser Strassenleitpfosten aus einem unter- und oberteil bestehend
US4565466A (en) * 1984-06-21 1986-01-21 Daggs Paul R Return jointed sign post pedestal
US4636109A (en) * 1984-12-21 1987-01-13 Allsop, Inc. Hinged slalom gate
DE8607898U1 (de) * 1986-03-21 1986-05-07 Bergmeister, Manfred, 8017 Ebersberg Absperrvorrichtung für Parkplätze, Einfahrten od. dgl.
US4729690A (en) * 1986-04-06 1988-03-08 Amerace Corporation Self-righting highway marker support and method for installing same
US4806046A (en) * 1987-06-29 1989-02-21 Clark Richard O Self-uprighting delineator post
US5207175A (en) 1992-03-17 1993-05-04 Garbis Andonian Marker post
US5397197A (en) * 1993-06-04 1995-03-14 Beavers; Dale W. Resilient bollard with rotatable collar for alerting vehicles of their location
CA2233379C (en) * 1998-03-26 2002-11-19 Thomas J. Pateman Self-righting street sign
AU766749B2 (en) * 1998-11-18 2003-10-23 David Mead Post and foundation for post
US7832695B2 (en) 2006-03-28 2010-11-16 Flexpost, Inc. Bendable post
US20100277290A1 (en) * 2009-03-18 2010-11-04 Knudsen N Eric Post sleeve assembly
US20100266337A1 (en) * 2009-04-15 2010-10-21 Jean Lapointe Flexible delineator post
US8613412B1 (en) * 2011-08-02 2013-12-24 Ronald W. Donaldson Impact absorbing sign post with flexible joint and quick change-out spring kit and method

Also Published As

Publication number Publication date
EP2663692A1 (de) 2013-11-20
US9303374B2 (en) 2016-04-05
US20150121733A1 (en) 2015-05-07
WO2013132026A1 (de) 2013-09-12
ITVR20120040A1 (it) 2013-09-10

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