EP0687775B1 - Dispositif de sécurité - Google Patents

Dispositif de sécurité Download PDF

Info

Publication number
EP0687775B1
EP0687775B1 EP95109445A EP95109445A EP0687775B1 EP 0687775 B1 EP0687775 B1 EP 0687775B1 EP 95109445 A EP95109445 A EP 95109445A EP 95109445 A EP95109445 A EP 95109445A EP 0687775 B1 EP0687775 B1 EP 0687775B1
Authority
EP
European Patent Office
Prior art keywords
plank
protection device
connecting member
base
stay
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
EP95109445A
Other languages
German (de)
English (en)
Other versions
EP0687775A1 (fr
Inventor
Hans Heinzelmann
Wolfgang Dipl. Ing. Schüler
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.)
LEIT-RAMM GRAF VON KOENIGSMARCK GMBH & CO. KG
Original Assignee
Leit-Ramm Graf Von Koenigsmarck & Co KG GmbH
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 Leit-Ramm Graf Von Koenigsmarck & Co KG GmbH filed Critical Leit-Ramm Graf Von Koenigsmarck & Co KG GmbH
Publication of EP0687775A1 publication Critical patent/EP0687775A1/fr
Application granted granted Critical
Publication of EP0687775B1 publication Critical patent/EP0687775B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • E01F15/02Continuous barriers extending along roads or between traffic lanes
    • E01F15/04Continuous barriers extending along roads or between traffic lanes essentially made of longitudinal beams or rigid strips supported above ground at spaced points
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • E01F15/02Continuous barriers extending along roads or between traffic lanes
    • E01F15/04Continuous barriers extending along roads or between traffic lanes essentially made of longitudinal beams or rigid strips supported above ground at spaced points
    • E01F15/0407Metal rails
    • E01F15/0438Spacers between rails and posts, e.g. energy-absorbing means
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • E01F15/02Continuous barriers extending along roads or between traffic lanes
    • E01F15/04Continuous barriers extending along roads or between traffic lanes essentially made of longitudinal beams or rigid strips supported above ground at spaced points
    • E01F15/0476Foundations

Definitions

  • the invention relates to a protective device, in particular Impact protection device according to the preamble of claim 1.
  • a protective device preferably in the industrial sector can be used, has the goal of building buildings or industrial plants against unwanted application of force delimit by industrial vehicles or the like or to protect.
  • Limiting devices or passive control devices are for example in road construction in the form of guardrail devices known.
  • Such guardrail devices are usually designed so that the vehicle, especially the person inside is and only secondarily behind the guardrail device located space. So that Guardrail device can perform this protective function in the event of an impact, the kinetic energy of the vehicle converted into a deformation of the guardrail device, in particular a large deformation path of the guardrail secure interception of the vehicle.
  • guardrail devices So that the function of the known guardrail devices is ensured, they are equipped with predetermined breaking points, the stripping of the guardrail on impact from which it enables supporting posts. Furthermore are the posts used in road construction are designed to be relatively soft, since they usually have no interception function.
  • guardrail devices cannot be considered Protective devices are used in the industrial sector, although they are made in large numbers, so that cheap standard parts or components with sophisticated Technology are commercially available.
  • a protective device is known from EP-A-0216718 known, each consisting of a plurality of stands have a post and a support element, which are used to transmit power via a Screw construction are connected to the floor. On each stand has at least one connecting element attached, which supports the plank.
  • the Connection element only serves to improve To allow the plank to be attached to the stand.
  • DE-A-2007385 is a guardrail arrangement known, which is a connecting element for connecting the Plank shows with the stand.
  • the connecting element is used to tilt the connecting element with the stand to cause the Avoid guardrail.
  • the connecting element does not form-fit the post embraces.
  • the protective device according to the invention has a plurality of stands, each consisting of a footplate and one on it attached posts are formed, and has a Plank on. These components forming the protective device are well known in road construction and can therefore unchanged and adapted dimensioned for the invention Protective device can be used. According to the invention is the plank with a connecting element connected to the stand and thus supported. The peculiarity the protective device according to the invention now exists in that it has no predetermined breaking points and thus holds down the plank by means of the connecting element. In order to it is guaranteed that a stripping of the plank from Stand is prevented.
  • the support element fixed to the floor with a screw construction forms a full frictional connection with the floor, which absorbs shear forces parallel to the ground.
  • the fact that the Stand connected to the floor by a screw construction is achieved that the positioning of the Protective device can be handled flexibly, in particular if several cover a certain area like a network Anchors, in particular precast anchors embedded in the floor are.
  • the protective device Due to the ability of this flexible anchoring the protective device is simple on the one hand Way a determinable by the quality of the screw construction achieved rigid connection with the ground and on the other hand can protect the device in case of deformation can be easily replaced after an impact.
  • the section modulus of the post matched to the quality of the screw construction achieved that in the event of an impact on the protective device the post can deform in the direction of force without the Screw construction is overstressed.
  • the protection device can take into account the expected deformation path directly and close to save space be attached to the industrial plants or the like.
  • the plank with the stand via a connecting element is connected with friction, there is an overall construction, the one in the connector initiated force application below one by the Friction-related clamping holding force is rigid.
  • the rigidity the overall construction is usually designed that a force exerted by people is it by leaning against it or by sitting on it, a deformation the overall construction of the protective device cannot be brought about is.
  • the advantageous development of the protective device according to Claim 2 enables in a simple manner that in the event of an impact the connecting element a tilting movement by one in horizontal axis of rotation, because it is rotatable on a fastener on Stand is attached. This prevents that the connecting element twists in itself upon impact and may break due to twisting.
  • the plank according to claim 4 has a C-profile the stand or post is put on, so takes place one a commonly used plank use, the other a protective measure on the head side of the stand is thus brought about.
  • the protective device according to the invention has so no protruding protrusions causing injuries on so that with this measure in a simple way industrial protection regulations can be met and meets the requirements for an attractive industrial design can be.
  • the stiffener follows the contour of the C-profile Plank according to claim 5, wherein its, over the C-profile of Plank protruding ends abut the stand, so it becomes a stiffness of the plank on the stand achieved that the protection device an additional dimensional stability mediated.
  • the development according to claim 7 includes the advantage that standard semifinished products with I-profile are used can, while the flanges when attaching the Connecting element on its connecting web as stops of the attached connecting element can function. Elaborate, Stops that can be retrofitted in part on Stand, for example, as a square hollow profile is therefore not required.
  • connection element according to claim 9 with an L-profile designed, in turn, on commercial, simple mountable semi-finished products can be used a minimum dimension is still a controlled one Ensure power transmission.
  • Assign such fasteners at least one through hole on each leg on, so the connecting element by means of screws or.
  • Simple rivet connections with the stand or be positively connected to the plank. are the through holes of the connecting element according to claim 10 designed as an elongated hole, so there is the possibility of uneven floors or height differences or dislocations between the stand and the attachment point on the Level plank.
  • the support element is preferably as Base plate designed, so a good surface pressure can be achieved which is an advantageous force transmission into the ground includes.
  • a commercially available Precast anchor used in the Floor can be embedded and by means of a through hole penetrating screw construction with the footplate is engaged, the footplate can hold.
  • the points of attack of the screws of the screw construction can be positioned on the base plate so that the Leverage with a lever arm located between the Screws and the tipping point of the footplate forms, both grip and power transmission to the ground supported.
  • the fasteners used by the protection device can be part of a detachable connection in the form of a Screw and bolt connection or part of an unsolvable Connection in the form of a riveted connection according to claim 12 his. This in turn is based on commercially available fasteners resorted to so that in the protection device used connections accomplished in a simple manner can be.
  • the interaction of all the components forming the protective device enables the force introduction into the ground to be carried out in a controlled manner.
  • the precast anchor by an adhesive anchor formed, especially in the case of the Industrial floors occurring soft soils force-transmitting connection established.
  • the protection device 1 on a stand 3, on which a plank 5 is attached.
  • the plank 5 is as Semi-finished product designed with C-profile, which over the head of the Stand 3 is put over.
  • the plank 5 with a preferably the contour of Plank 5 following stiffener 7 on the inside provided that abut at points A on the stand 3 is present.
  • the stiffener 7 is, for example, at points B by means of fasteners in the form of screws or riveted joints connected to the plank 5.
  • the plank 5 is invented via a connecting element 11, for example attached to stand 3 with L-profile.
  • a connecting element 11 for example attached to stand 3 with L-profile.
  • the fastener is here arranged so that it is substantially parallel to Longitudinal direction of the plank is aligned to a substantially horizontal, directed in the longitudinal direction of the plank Train axis of rotation.
  • connecting element 11 with the stand 3 connected so that a distance SP between the connecting element 11 and the stand 3 is present.
  • the connecting element preferably at points D directly with the plank 5 or, as shown in Figs. 1 and 2, over the stiffening device 7 is connected to the plank 5.
  • the stand 3 in turn can preferably from a post 13 be formed in the form of a semi-finished product with an I-profile, the on a support element 15, preferably in the form of a Base plate 17 is attachable.
  • the attachment can on the one hand by means of a detachable connection in the form of screw connections, which by means of a not explained Intermediate piece cooperates with the post 13 and the base plate 17, and secondly by means of welding be accomplished.
  • the foot plate 17 can have fasteners 19 with a commercially available, in the ground BD embedded precast anchor 21, for example in the form one from an anchor rod or a threaded sleeve formed adhesive anchors, non-positively to initiate the forces acting on the post 13 are connected to the bottom BD become. It also offers a protection device coordinated precast anchors the possibility of the protective device with frequently found in the industrial sector, to connect relatively soft soils.
  • the box section can preferably between additional stiffening elements are provided for the posts become.
  • FIG Protection device the mode of operation of the invention Protective device can be clarified.
  • the figures 3 and 4 represent a perspective view of FIG Protection device before and after the application of force, as determined by the tests that follow the invention have been.
  • the plank 5 of the protective device a direction as shown in Fig. 3 with arrow P with Force is applied via the shock system contacts A transfer the force to the stand 3.
  • the stand 3 begins in the direction of the application of force to give in.
  • a tensile stress occurs in the attached to other stands Plank on. This tensile stress acts on the force opposite. It is also the force application generated tensile stress greater than that by the connecting element clamping force caused, so begins the connecting element attached to the attachment point C. to rotate, causing the friction between the stand and connecting element energy consumed or destroyed becomes.
  • the connecting element performs the rotary movement until the rotating or tilting movement causing counteracting the applied force application Force caused by the tension of the plank, is no longer greater than the friction force or until that The connecting element strikes the stop AN on the stand. After the connecting element struck the stop is a new positive locking of the protective device is established and the force is derived from the stand.
  • FIG. 5 shows a connecting element 11 in Form of a semi-finished product with L-profile shown.
  • the connecting element that preferably made of weldable, hot-dip galvanized steel a thickness of at least 8 mm can be produced for example with screw construction quality 5.6 or 8.8 are attached.
  • This post is inserted through a base plate with the dimensions 300x300x20 and welded on both sides.
  • the base plate is fastened to the building with a concrete floor of concrete strength class B35 using four M16x55 screws of quality classes 5.6 provided in the corner areas of the base plate.
  • This post is butt welded onto the base plate of example 1.
  • M16 anchor rods are of the quality class 5.6 provided that the footplate by means of appropriate nuts engaged with the anchor rods hold on to the structure.
  • the protective device according to the application is placed on a softer, Concrete floor that is often found in the industrial sector arranged with a concrete of strength class B25 and attached, so it is advantageous to put the post on a footplate preferably with the dimensions of at least 400x250x15 to attach and in addition to the four in the Corner areas of the foot plate provided screw constructions another screw construction preferably midway between the two screw constructions that the Force application must be provided.
  • This additional Screw construction can be components of the same or less goodness than the two have adjacent screw constructions. With this additional screw construction is achieved, that it is possible on the one hand, even with softer ones So that the protective device adheres to the floor, that of adhesion to a harder floor of the strength class Corresponds to B35.
  • the connecting element to be designed as a semi-finished product with a double T profile (TT), that the connecting web of the provided with an I-profile Stands between the legs. Becomes a Square post used, this is with additional, for the restricted relative movement of the connecting element necessary stops designed.
  • TT double T profile
  • the stand or just the post of the Protection device slightly against the direction of the application of force be inclined, with the post preferably connected to the footplate by a round weld becomes. The latter harbors further bond stability yourself.
  • the protective device should have a minimum height so that the with the Protection device colliding, used in industrial use Do not drive vehicles over the guard can.
  • a protective device with a height of approx. 650 mm is considered sufficient for industrial use.
  • the connecting elements can be geometrically so Form be designed that a flattening of the Stop impinging side surfaces of the connecting element could be made to make better investment contact with the stand and thus better power transmission can be brought about.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Emergency Protection Circuit Devices (AREA)
  • Seal Device For Vehicle (AREA)
  • Connection Of Plates (AREA)

Claims (14)

  1. Un dispositif de protection (1), en particulier un dispositif de protection contre un impact, comprenant au moins un pilier (3) sur la tête de pilier duquel au moins une planche (5) est mise,
    caractérisé en ce que
    ladite planche (5) est connectée sous pression par un élément de connexion (11) monté audit pilier (3) avec ledit pilier consistant d'un poteau (13) et d'un élément de support (15) et étant engagé dans un fond (BD) par une construction à vis d'une telle manière que, en cas de dépassement de la force de serrage et de retenue (HK), un mouvement relatif dudit élément de connexion (11) peut être effectué jusqu'à un arrêt (AN) et que ledit élément de connexion (11) retient la planche (5) à la tête du pilier même contre de telles forces qui agissent dans le sens d'un enlèvement de la planche (5) en cas d'un impact.
  2. Un dispositif de protection selon la revendication 1, caractérisé en ce que l'élément de connexion (11) est monté d'une manière pivotante par un élément de fixation (C ) au poteau (13), de manière que le mouvement relatif de l'élément de connexion (11) est un mouvement basculant autour d'un axe de rotation horizontal s'étendant dans la direction longitudinale de la planche (5).
  3. Un dispositif de protection selon l'une quelconque des revendications 1 ou 2, caractérisé en ce que la planche (5) est connectée par un dispositif de raidissement (7) à l'élément de connexion (11) fixé audit poteau (13).
  4. Un dispositif de protection selon l'une quelconque des revendications 1 à 3, caractérisé en ce que la planche (5) présente un profil en C
  5. Un dispositif de protection selon la revendication 4, caractérisé en ce que ledit dispositif de raidissement (7) suit le contour du profil en C de la planche (5) et est, avec ses extrémités dépassant le profil en C de la planche, adjacent bout-à-bout au pilier (3).
  6. Un dispositif de protection selon l'une quelconque des revendications 1 à 5, caractérisé en ce que dans l'espace intermédiaire entre ladite planche (5) et ledit poteau (13) un espaceur (9) est introduit.
  7. Un dispositif de protection selon l'une quelconque des revendications 1 à 6, caractérisé en ce que ledit poteau (13) comporte au moins du côté de sa tête un profil en I à l'aile verticale duquel ledit élément de connexion (11) est fixé.
  8. Un dispositif de protection selon l'une quelconque des revendications 1 à 7, caractérisé en ce que le rapport (X) du composant de la longueur de côté de l'élément de connexion (11) s'étendant dans la direction longitudinale du pilier à la distance la plus courte (SP) entre ledit élément de connexion (11) et ledit arrêt (AN) est de préférence de 10.
  9. Un dispositif de protection selon l'une quelconque des revendications 1 à 8, caractérisé en ce que, l'élément de connexion (11) présente un profil en L comportant au moins un trou de passage dans chaque aile de cornière.
  10. Un dispositif de protection selon l'une quelconque des revendications 1 à 9, caractérisé en ce que au moins un trou de passage de l'élément de connexion (11) est un trou longitudinal.
  11. Un dispositif de protection selon la revendication 10, caractérisé en ce que l'élément de support (15) est une base (17) qui présente au moins un perçage de passage, ladite base (17) étant en prise par ladite construction à vis (19) passant par ledit perçage de passage avec un ancre préfabriqué (21) encastré dans le fond (BD).
  12. Un dispositif de protection selon les revendications 3 ou 11, caractérisé en ce que l'élément de fixation (C) constitue une partie d'une connexion démontable sous forme d'un assemblage à vis ou par boulons ou une partie d'une connexion non-démontable sous forme d'un assemblage rivé.
  13. Un dispositif de protection selon l'une quelconque des revendications 1 à 12, caractérisé en ce que le couple de résistance du poteau (13) est plus important que Wx=50*103mm3.
  14. Un dispositif de protection selon l'une quelconque des revendications 1 à 13, caractérisé en ce que ledit ancre préfabriqué est formé d'un ancre adhésif.
EP95109445A 1994-06-17 1995-06-19 Dispositif de sécurité Expired - Lifetime EP0687775B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4421304A DE4421304A1 (de) 1994-06-17 1994-06-17 Schutzvorrichtung
DE4421304 1994-06-17

Publications (2)

Publication Number Publication Date
EP0687775A1 EP0687775A1 (fr) 1995-12-20
EP0687775B1 true EP0687775B1 (fr) 1999-03-31

Family

ID=6520882

Family Applications (1)

Application Number Title Priority Date Filing Date
EP95109445A Expired - Lifetime EP0687775B1 (fr) 1994-06-17 1995-06-19 Dispositif de sécurité

Country Status (3)

Country Link
EP (1) EP0687775B1 (fr)
AT (1) ATE178377T1 (fr)
DE (2) DE4421304A1 (fr)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL1008543C2 (nl) * 1998-03-09 1999-09-10 Prins Dokkum B V Vangrailconstructie.
US6442708B1 (en) 1999-12-14 2002-08-27 Honeywell International Inc. Fault localization and health indication for a controller area network
DE10127411C1 (de) * 2001-06-06 2002-10-24 Nolte Kuehlhaus Trocken U Mont Rammschutzvorrichtung
GB0601599D0 (en) * 2006-01-26 2006-03-08 Corus Uk Ltd Safety barrier
GB0701519D0 (en) * 2007-01-26 2007-03-07 Corus Uk Ltd Safety barrier
AT512661B1 (de) * 2012-09-10 2013-10-15 Voestalpine Strasensicherheit Gmbh Fahrzeugrückhaltesystem
ES1078242Y (es) * 2012-11-19 2013-03-22 S G Freelance S L Dispositivo para proteger superficies verticales en instalaciones industriales
EP3293311B1 (fr) * 2016-09-09 2019-07-03 ATA Hill & Smith AB Système de glissière de sécurité pour routes

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2007385C3 (de) * 1970-02-10 1974-01-24 A. Neher Maschinenfabrik, Stahlund Apparatebau Gmbh, 8750 Aschaffenburg Leitplanke
US3822863A (en) * 1971-06-16 1974-07-09 Magno De Prod Inc Aluminum barrier support post
FR2586724B1 (fr) * 1985-08-27 1988-03-11 Routier Equip Sa Barriere metallique, notamment pour l'equipement de voies de circulation routiere
FR2660676B1 (fr) * 1990-04-10 1992-12-31 Profiles Centre Glissiere a double element de glissement pour retenir les vehicules sur une route.
IT1257376B (it) * 1992-02-04 1996-01-15 Acciai Centro Spa Barriera stradale semirigida a dissipazione controllata dell'energia d'urto con correzione d'assetto.

Also Published As

Publication number Publication date
ATE178377T1 (de) 1999-04-15
DE59505475D1 (de) 1999-05-06
DE4421304A1 (de) 1995-12-21
EP0687775A1 (fr) 1995-12-20

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