EP0336008B1 - Ensemble de clôture d'arrêt - Google Patents

Ensemble de clôture d'arrêt Download PDF

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Publication number
EP0336008B1
EP0336008B1 EP88117420A EP88117420A EP0336008B1 EP 0336008 B1 EP0336008 B1 EP 0336008B1 EP 88117420 A EP88117420 A EP 88117420A EP 88117420 A EP88117420 A EP 88117420A EP 0336008 B1 EP0336008 B1 EP 0336008B1
Authority
EP
European Patent Office
Prior art keywords
catch
mast
arrangement according
fence arrangement
edge
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
EP88117420A
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German (de)
English (en)
Other versions
EP0336008A1 (fr
Inventor
Johann Dipl.-Ing. Karl (Fh)
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to AT88117420T priority Critical patent/ATE86345T1/de
Priority to DE8888117420T priority patent/DE3878893D1/de
Publication of EP0336008A1 publication Critical patent/EP0336008A1/fr
Application granted granted Critical
Publication of EP0336008B1 publication Critical patent/EP0336008B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00—Fencing, e.g. fences, enclosures, corrals
    • E04H17/02—Wire fencing, e.g. made of wire mesh
    • E04H17/06—Parts for wire fences
    • E04H17/08—Anchoring means therefor, e.g. specially-shaped parts entering the ground; Struts or the like

Definitions

  • the invention relates to a safety fence arrangement and a method according to the preamble of claims 1, 3 and 20, respectively.
  • the mast is pivotally attached to the mast foundation, which is preferably a concrete block.
  • the earth block is preferably reinforced and contains pull loops for easy displacement of the earth block along the edge of the tip, as well as carrying and / or anchor loops on the top for lifting and conveying the earth block or for anchoring tension cables. It is also expedient to use a nylon fabric as a net.
  • Such a safety fence arrangement can be erected in a simple manner, is easily adjustable without the entire fence arrangement having to be dismantled, and is already available therefore less prone to wear.
  • a simple exchange of the individual components is possible if required.
  • a first edge dam 1 made of earth material or excavated material is erected, which is covered on the outside by a cover 2 made of earth material with a predetermined slope.
  • the area inside the landfill is then filled up with waste in a layer 3, the layer having a thickness of the order of 2.5 m.
  • a further perimeter dam 4 is applied in the same way, which also has the outside cover 2 and on the upper end of which a walk-on and possibly a drivable crown 5 is formed.
  • a corresponding further waste layer 6 is then filled up. This process is repeated until the permitted height of the landfill, including the cover to be applied on the top, is reached.
  • a groundwater protection layer (not shown) can be provided if required.
  • a safety fence arrangement 10 is provided at least on the side of the landfill which faces away from the main wind direction 7 represented by an arrow.
  • This consists essentially of a mast 12 attached to a mast foundation 11 fastened in or on the cover 2 and of a net 13 arranged between adjacent masts, wherein there should be a distance between the lower end of the net 13 and the crown 5, in which there is more restraint Can catch debris without being disturbed by the wind and can be easily removed and returned to the landfill.
  • the net height between the bottom edge and the upper edge with which the net 13 is fastened to the masts 12 is to be dimensioned according to the given requirements. In the foothills of the Alps, it has been found that a net height of approximately 6 m should be sufficient to reliably prevent paper and plastic sheets from being blown over the safety fence arrangement 10. It is advantageous if the net 13 is arranged inclined to the main wind direction 7.
  • FIG. 2 shows a mass block, in particular a concrete block 15, which is designed as a flat cuboid (FIG. 4) and can have a corresponding reinforcement (not shown).
  • the concrete block 15 can be fastened in the ground by means of ground anchors 16.
  • At least one sleeve 17 is expediently integrated in the concrete block 15, through which a ground anchor 16 can be driven.
  • the ground anchor 16 carries a hook 18, by means of which it can be pulled out of the subsurface and the concrete block 15 again via the sleeve 17, if necessary.
  • the concrete block 15 can be connected to the ground with more than one ground anchor 16.
  • the mast 12 can be firmly connected to the mast foundation 11 at an angle predetermined by the slope and network inclination.
  • two angle irons 19 are integrated in a manner opposite one another (FIG. 4) in the concrete block 15, the mast arrangement 20 being pivotably arranged between them by means of a bolt arrangement 21.
  • a guide arrangement 22 is also connected to the concrete block 15, along which the mast arrangement 20 can be guided during its pivoting movement and on which the mast arrangement 20 can be fixed when the predetermined angle is reached.
  • the guide arrangement 22 has two opposite guide rails 23 with a guide slot 24 which are integrated at one end in the concrete block 15 and which are connected to one another at the end remote from the concrete block 15 and there via a support plate 25 are supported on the concrete block 15, in the exemplary embodiment connected to the angle iron 19, are preferably welded.
  • the mast arrangement 20 consists of an adjusting sleeve 26 and a fence mast 27 which can be inserted therein. This makes it easy to replace the fence mast 27, for example in the event of damage or if a different length is required.
  • the adjusting sleeve 26 can be pivoted about the bolt 21 by means of the guide arrangement 22.
  • the adjustment and fixing of the adjusting sleeve 26 along the guide arrangement 22 is possible by means of a pipe welding flange 28 attached to the upper end of the adjusting sleeve 26 in the region of the guide arrangement 22 and a bolt 29 guided through it and the slots 24.
  • the fence mast 27 can be clamped in the adjusting sleeve 26 in the usual way, for example by means of locking screws or the like (not shown).
  • a head cap 30 is attached, which also has a deflection element which carries a deflection roller 31.
  • the net 13 is preferably a weatherproof and UV-stable nylon mesh with a mesh size of approximately 40 to 45 mm and a thread diameter of approximately 3 mm.
  • the net 13 can be anchored in the ground on the ground via pegs 32, it is advisable to additionally provide a tensioning rope 33 on the edge, since on the one hand this strengthens the net 13 on the edge and on the other hand a smaller number of pegs 32 is required and moreover the fastening and gaps resulting in the mains voltage are reduced to the outside.
  • the network 13 is connected to the mast assembly 20 at the top.
  • a traction cable 36 which is guided over the deflection roller 31, is provided with the upper end of the net 13, also expediently by means of an edge-side tensioning cable 34 and via a closable hook or carabiner element 35, by means of which the net 13 in the direction of the upper end of the mast arrangement 20th can be pulled and set under tension.
  • the bottom end of the traction cable can be fixed to the concrete block 15 and / or the mast arrangement 20 by means of an anchoring arrangement of the usual type, for example with the aid of a hook or carabiner element 37.
  • block and tackle arrangements can be provided (not shown).
  • the upper-side tensioning cables 34 of the network 13 can be tensioned in a manner similar to the tensioning of the traction cable 36, the tensioning being carried out at both ends and via several adjacent pairs of mast arrangements, as will be explained with reference to FIG. 4.
  • the same arrangement can be used on a substrate with a different inclination, the desired inclination of the net 13 with respect to the rubbish dump or the main wind direction 7 being able to be ensured.
  • the location of the arrangement can be changed very quickly, as will be explained with reference to FIG. 3.
  • the arrangement according to FIG. 3 differs only slightly from that according to FIG. 2 by a different type of fixing the adjusting sleeve 26 in the guide arrangement 22, namely by a clamping screw 38 arranged in a different way, and by the fact that the concrete block 15 is on an embankment is arranged.
  • the mast arrangement 20 in the guide arrangement 22 is different, i.e. guided and fixed at a different angle to the top 48 of the concrete block 15.
  • the tensioning cable 34 and the pulling cable 36 are first released, so that the net 13 is relaxed and at least partially let down to a vertical extent. Subsequently, by loosening the pegs 32, the pull rope 33 on the bottom is released and brought into the new position, where it is again determined what can be done by hand.
  • a pulling device 39 or the like Pulling arrangement and a pulling cable or chain 40, which can be fixed to the concrete block 15, are used to pull in the same direction, for example by means of anchor loops 47 explained with reference to FIG. 4, and after loosening the ground anchor 16 and fixed there by re-hammering the ground anchor 16. If necessary, the angular position of the mast arrangement 20 is readjusted, then the net 13 is tensioned again, namely by tensioning and anchoring the pull rope 36 and tensioning and anchoring the tension rope 34.
  • Fig. 4 now shows the structure of a concrete block element, as can be used in the present invention.
  • the same reference numerals are therefore used as in the exemplary embodiment according to FIGS. 2 and 3.
  • the concrete block 15 is an essentially cuboid and flat concrete block 15 with a smooth underside 41, wherein a chamfer or bevel 42 can be provided on the edge in order to facilitate the displacement, as has been explained with reference to FIG. 3.
  • a chamfer or bevel 42 can be provided on the edge in order to facilitate the displacement, as has been explained with reference to FIG. 3.
  • comparable sleeves 43 can also be provided at the front end.
  • the guide rails 23 can be integrated into the concrete block 15 via angle elements 44, as can the angle iron 19. As indicated in FIG. 2, these can be arranged prefabricated on a common flat mounting steel 45 and form at least part of the reinforcement when the concrete block 15 is poured , which is not shown in more detail.
  • the concrete block has anchor loops which can be connected to the flat steel 45 or the other reinforcement of the concrete block 15.
  • anchor loops 47 are provided on the front side 46, on which the pull cable or pull chain 40 can be fixed. Furthermore, a total of four carrying straps 49 are provided on the top 48, by means of which a crane or the like can lift and transport the concrete block 15. Finally, anchoring loops 50 projecting obliquely away are provided on the upper side 48 in the central region thereof, for example the region between the angle iron 19 and the angle pieces 44 of the guide rails 23, on which tensioning cables 34 or pulling cables 36 can be fixed.
  • concrete blocks of the size 150 x 120 x 25 with concrete quality B 350 should be sufficient to meet all requirements.
  • the parts exposed to the weather must be protected against corrosion, such as aluminum alloy or stainless steel.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Catching Or Destruction (AREA)
  • Fencing (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)

Claims (20)

  1. Ensemble de clôture d'arrêt pour retenir des produits entraînés par le vent, tels que du papier et des feuilles de plastique, dans des dépôts d'ordures et similaires,
    se composant de plusieurs mâts attachés chacun à une base de mât respective sur le bord du dépôt d'ordures et d'un filet pouvant être tendu entre deux mâts voisins,
    caractérisé en ce que la base de mât est un bloc massif (15) relativement plat, dont la face inférieure (41) repose sur le bord du dépôt d'ordures, et qui peut être ancré solidement lui-même et directement dans le sous-sol (2) du dépôt d'ordures au moyen de pieux d'ancrage (16),
    mais en pouvant être détaché en vue de son déplacement,
    et en ce que le mât (12) est disposé en position inclinée vers le dépôt d'ordures selon un angle aigu par rapport à la verticale.
  2. Ensemble de clôture d'arrêt selon la revendication 1, caractérisé en ce que le mât (20) est fixé au bloc massif (15) de manière pivotante dans un plan perpendiculaire au filet (13).
  3. Ensemble de clôture d'arrêt pour retenir des produits entraînés par le vent, tels que du papier et des feuilles de plastique, dans des dépôts d'ordures et similaires,
    se composant de plusieurs mâts attachés chacun à une base de mât respective sur le bord du dépôt d'ordures et d'un filet pouvant être tendu entre deux mâts voisins,
    caractérisé en ce que la base de mât est un bloc massif (15) relativement plat, dont la face inférieure (41) repose sur le bord du dépôt d'ordures, et qui peut être ancré solidement lui-même et directement dans le sous-sol (2) du dépôt d'ordures au moyen de pieux d'ancrage (16),
    mais en pouvant être détaché en vue de son déplacement, et en ce que le mât (12, 20) est fixé au bloc massif (15) de manière pivotante dans un plan perpendiculaire au filet (13), de telle sorte que le mât (12) puisse être incliné vers le dépôt d'ordures selon un angle aigu réglable par rapport à la verticale.
  4. Ensemble de clôture d'arrêt selon la revendication 2 ou 3, caractérisé par un dispositif de réglage (19, 21, 22) fixé au bloc massif (15), dans lequel l'extrémité inférieure du mât (20) peut être guidée et immobilisée.
  5. Ensemble de clôture d'arrêt selon une des revendications 2 à 4, caractérisé en ce que l'extrémité inférieure du mât (20) est fixée de manière amovible dans une douille (26) qui est, de son côté, fixée de manière pivotante au bloc massif (15).
  6. Ensemble de clôture d'arrêt selon la revendication 4 ou 5, caractérisé en ce que le dispositif de réglage (19, 21, 22) est agencé en vue d'un réglage continu de l'angle de l'extrémité inférieure du mât (20).
  7. Ensemble de clôture d'arrêt selon une des revendications 4 à 6, caractérisé en ce que le dispositif de réglage présente une articulation de mât qui est constituée de deux fers cornières (19) intégrés dans le bloc massif (15), disposés de part et d'autre de la douille (26), entre lesquels la douille (26) est montée pivotante par l'intermédiaire d'un dispositif à boulon (21), et de deux rails de guidage (23) courbés dans le plan de pivotement autour de l'articulation du mât, ainsi que d'un boulon (29) associé au dispositif de mât et traversant les rails de guidage (23).
  8. Ensemble de clôture d'arrêt selon la revendication 7, caractérisé en ce que chaque rail de guidage (23) présente une fente de guidage (24) courbée autour du pivot du mât, et en ce que le boulon (29) est une vis de serrage (38).
  9. Ensemble de clôture d'arrêt selon une des revendications 1 à 8, caractérisé en ce que le filet (13) est fixé, par son bord inférieur, au bord du dépôt d'ordures par des ancrages, des piquets (32) ou similaires, et est tendu à son bord supérieur par des câbles tracteurs (36) passant sur des renvois à l'extrémité supérieure du mât (20), contre cette extrémité supérieure du mât (20).
  10. Ensemble de clôture d'arrêt selon la revendication 9, caractérisé en ce que le bord supérieur du filet (13) est posé sur un câble tendeur (34) auquel peuvent être attachés les câbles tracteurs (36) et qui peut être tendu contre le sol.
  11. Ensemble de clôture d'arrêt selon la revendication 10, caractérisé en ce que l'extrémité du câble tracteur (36) et/ou du câble tendeur (34) peut être fixée à un des blocs massifs (15).
  12. Ensemble de clôture d'arrêt selon une des revendications 9 à 11, caractérisé en ce que le bord du filet (13) proche du sol est placé plus près du dépôt d'ordures que le bloc massif (15).
  13. Ensemble de clôture d'arrêt selon une des revendications 1 à 12, caractérisé en ce que, lors de l'installation sur un talus, le bord du filet (13) proche du sol est disposé à distance de la crête (5) du talus.
  14. Ensemble de clôture d'arrêt selon une des revendications 1 à 13, caractérisé en ce que le mât (12, 20) est incliné en direction du dépôt d'ordures.
  15. Ensemble de clôture d'arrêt selon une des revendications 1 à 14, caractérisé en ce que sa hauteur est d'environ 6 mètres.
  16. Ensemble de clôture d'arrêt selon une des revendications 1 à 15, caractérisé en ce que le bloc massif (15) est un bloc de béton armé ayant essentiellement la forme d'un parallélépipède rectangle aplati.
  17. Ensemble de clôture d'arrêt selon la revendication 16, caractérisé en ce que le bloc de béton présente des douilles de passage (17) pour le passage d'ancrages (16) dans la terre.
  18. Ensemble de clôture d'arrêt selon une des revendications 16 ou 17, caractérisé en ce que le bloc de béton présente sur sa face frontale des anneaux de traction (47).
  19. Ensemble de clôture d'arrêt selon une des revendications 16 à 18, caractérisé en ce que le bloc de béton présente sur sa face supérieure des anneaux porteurs (49) et/ou des anneaux d'ancrage (50).
  20. Procédé lors de l'aménagement d'un dépôt d'ordures sous la forme d'un monticule d'ordures, sur le pourtour duquel est édifié un remblai périphérique (1), sur lequel est aménagé, dans la région de sa crête, tout au moins sur le côté du dépôt d'ordure opposé à la direction du vent dominant (7), un ensemble de clôture d'arrêt selon le préambule de la revendication 1 ou 3,
    caractérisé en ce que :
    - on utilise un ensemble de clôture d'arrêt selon au moins une des revendications 1 à 19,
    - les blocs massifs (15) relativement plats sont solidement ancrés directement au moyen d'ancrages dans la terre (16) dans le sous-sol du remblai bordant le dépôt d'ordures, mais en étant amovibles en vue de leur déplacement,
    - on tend le filet (13),
    - après le remplissage total du dépôt d'ordures avec des ordures, on surélève le remblai périphérique en conservant le talus pré-existant,
    - on détend le filet (13),
    - on détache les blocs massifs (15) et on les tire vers le haut jusqu'à la nouvelle crête du talus surélevé, et on les ancre à nouveau à cet endroit au moyen des ancrages au sol,
    - le cas échéant, on installe et on fixe les mâts (12) en place par pivotement dans le plan perpendiculaire au filet (13) de l'ensemble de clôture d'arrêt, et
    - on retend le filet (13).
EP88117420A 1987-06-02 1988-10-19 Ensemble de clôture d'arrêt Expired - Lifetime EP0336008B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
AT88117420T ATE86345T1 (de) 1987-06-02 1988-10-19 Fangzaunanordnung.
DE8888117420T DE3878893D1 (de) 1987-06-02 1988-10-19 Fangzaunanordnung.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE3718464A DE3718464C2 (de) 1987-06-02 1987-06-02 Fangzaunanordnung

Publications (2)

Publication Number Publication Date
EP0336008A1 EP0336008A1 (fr) 1989-10-11
EP0336008B1 true EP0336008B1 (fr) 1993-03-03

Family

ID=6328892

Family Applications (1)

Application Number Title Priority Date Filing Date
EP88117420A Expired - Lifetime EP0336008B1 (fr) 1987-06-02 1988-10-19 Ensemble de clôture d'arrêt

Country Status (3)

Country Link
EP (1) EP0336008B1 (fr)
AT (1) ATE86345T1 (fr)
DE (2) DE3718464C2 (fr)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2278374B (en) * 1993-05-25 1996-05-29 Arc Ltd Cover net structure
DE9319472U1 (de) * 1993-12-17 1994-02-24 Karl Johann Dipl Ing Fh Mastständer für einen Zaun, insbesondere einen Fangzaun
DE19617311A1 (de) * 1995-09-09 1997-03-13 Johannes Dr Thiel Stand- und Spannelement für eine standortveränderbare Fangzaunvorrichtung
DE19636253C2 (de) * 1996-08-28 1999-07-29 Guenter Prof Dr Ing Micklisch Fangnetzanordnung
CN112392327A (zh) * 2020-11-06 2021-02-23 安徽黎搏装饰工程有限公司 一种建筑施工防护挡板
CN112324245A (zh) * 2020-11-06 2021-02-05 安徽黎搏装饰工程有限公司 一种建筑施工防护板

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US968067A (en) * 1909-02-04 1910-08-23 Edward S Mowry Flagstaff.
US1286541A (en) * 1918-02-19 1918-12-03 Clifton M Cook Flagpole-holder.
DE1814550U (de) * 1960-05-17 1960-07-07 Arnold Busch Mastmontageplatte mit masthalterung.
DE7021233U (de) * 1970-06-06 1970-09-24 Mauthe Hans Betonfertigteil fuer zaeune.
CH544866A (de) * 1971-11-05 1974-01-15 Huber+Suhner Ag Skipistenabschrankung
FR2313525A1 (fr) * 1975-01-30 1976-12-31 Sigoure Gerard Dispositif pour la fixation de poteaux
DE7527099U (de) * 1975-08-27 1976-01-02 Dyckerhoff & Widmann Ag, 8000 Muenchen Als einstueckiges stahlbetonfertigteil ausgebildetes fundament fuer geruesttuerme, maste o.dgl.
DE8510933U1 (de) * 1985-04-13 1986-05-07 Horn, Egon, 6700 Ludwigshafen Standfuß zur Halterung von mobilen Absperrungen
DE8536710U1 (de) * 1985-12-30 1986-06-19 Weiß, Helmut, 7545 Höfen Vorrichtung zum Abfangen von in Bewegung geratenen Gegenständen
DE8604281U1 (de) * 1986-02-18 1986-04-10 Balsam Sportstaettenbau Gmbh & Co. Kg, 4803 Steinhagen Schutzvorrichtung für eine Hammer- oder Diskuswurfanlage

Also Published As

Publication number Publication date
DE3718464A1 (de) 1988-12-22
DE3718464C2 (de) 1994-08-04
EP0336008A1 (fr) 1989-10-11
DE3878893D1 (de) 1993-04-08
ATE86345T1 (de) 1993-03-15

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