EP2872695A1 - Élément de déviation de vent latéral pour empêcher la sédimentation - Google Patents

Élément de déviation de vent latéral pour empêcher la sédimentation

Info

Publication number
EP2872695A1
EP2872695A1 EP13736496.4A EP13736496A EP2872695A1 EP 2872695 A1 EP2872695 A1 EP 2872695A1 EP 13736496 A EP13736496 A EP 13736496A EP 2872695 A1 EP2872695 A1 EP 2872695A1
Authority
EP
European Patent Office
Prior art keywords
guide plates
post
seitenwindablenkelement
base plate
crosswind
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.)
Granted
Application number
EP13736496.4A
Other languages
German (de)
English (en)
Other versions
EP2872695B1 (fr
Inventor
Christian Gartner
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
Publication of EP2872695A1 publication Critical patent/EP2872695A1/fr
Application granted granted Critical
Publication of EP2872695B1 publication Critical patent/EP2872695B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • 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
    • E01F7/00—Devices affording protection against snow, sand drifts, side-wind effects, snowslides, avalanches or falling rocks; Anti-dazzle arrangements ; Sight-screens for roads, e.g. to mask accident site
    • E01F7/02—Snow fences or similar devices, e.g. devices affording protection against sand drifts or side-wind effects
    • 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
    • E01F7/00—Devices affording protection against snow, sand drifts, side-wind effects, snowslides, avalanches or falling rocks; Anti-dazzle arrangements ; Sight-screens for roads, e.g. to mask accident site
    • E01F7/02—Snow fences or similar devices, e.g. devices affording protection against sand drifts or side-wind effects
    • E01F7/025—Devices specially adapted for protecting against wind, e.g. screens, deflectors or attenuators at tunnel or lock entrances

Definitions

  • the invention relates to a crosswind baffle with the features of
  • snow fences have been used in the prior art for influencing unwanted snow accumulations generated by the wind.
  • These fences which are set up at critical points in the field, deliberately cause snow accumulation to prevent snow or sand from being blown onto a road or similar.
  • Such fences are unsuitable for effectively preventing accumulation of particulate matter from the air by a strong crosswind, so-called sedimentation, in any situation.
  • the conventional other proposed in the prior art avalanche elements for installation at critical points in the mountains have either a deflection or a refraction of outgoing snow avalanches or scree avalanches to the content. That is, they are not suitable for purposefully preventing the emergence of such scree avalanches or snow avalanches.
  • the present invention is based thereon on the task, a
  • the The iswindablenkelement invention which is intended for installation in open terrain for targeted prevention of deposition of snow, sands or the like, has a bottom-side base plate for anchoring in the field, a towering from the base plate central post and a plurality of mounted on the post guide plates Deflection of the wind and is characterized in that the guide plates are provided in a vertical orientation cross-shaped abkragend the post and that increases the length of the guide plates, starting from the base plate upwards.
  • the length of the guide plates is lower in the lower region and increases towards the top, so that a kind of trapezoidal shape is formed whose width is greater at the top than at the lower end of the
  • All guide plates are at a central,
  • a base-side base plate is provided, on which the central post is fixedly mounted.
  • the base plate is used for setting up and anchoring the element in the ground at the point in the area where a targeted prevention of
  • the crosswind deflector has a surface which is enlarged toward the top and opposes the impinging wind.
  • crosswind baffle element according to the invention is set up at critical points in the mountains, for example at mountain ridges or hilltops, the formation of avalanches due to undesirable local deposits can be prevented with comparatively simple means, since the wind entrained solids are present at the points of installation of the
  • Crosswind deflectors do not deposit, but continue to be carried away with the deliberately deflected wind.
  • the crosswind deflector according to the invention thus prevents in a comparatively simple structural design
  • Emergence of unwanted deposits in open terrain. This can either be a deposit of sand or one
  • the crosswind baffle element according to the invention can preferably be set up in groups of several such crossbeam baffles at corresponding problematic terrain sites. Each of the elements is extremely robust due to the central post and can be installed freestanding. The installation and assembly of the
  • Crosswind baffles is therefore comparatively simple, since only for the central post a foundation or a counter plate in the field must be prepared in advance.
  • the guide plates are for
  • the wind deflectors formed by the baffles of the crosswind baffle element are thus provided comparatively large area, but have a certain permeability through the interstices.
  • this has the advantage that the elements do not form a full-surface barrier and allow a look through. The intervention in nature is thus comparatively small.
  • the elements are less prone to damage by very strong winds through the spaces between the baffles, which can often occur especially in the mountains. A long-term positioning and stability of the elements is guaranteed.
  • the gaps may be more than half the width of the guide plates
  • the guide plates are at least at their free ends coupled together so that they form four sail-like from the post cross-shaped projecting wind deflectors. From Individual elements existing guide plates are thus securely connected and coupled together so that they despite their permeability, a common, stable
  • a coupling of the individual guide plates can be done for example by a rigid connection such as welding with rods or profile elements. Alternatively, a coupling can also be carried out via flexible elements, such as wire ropes or the like.
  • the coupled baffles each protrude crosswise from the central post and form a kind of trapezoidal sail, with a greater width at the top of the element than on the sides of the bottom.
  • cross-shaped projecting from the post upper and lower cross member for holding and additional securing the guide plates are provided.
  • the laterally projecting guide plates can be securely and firmly fixed without greatly increasing the weight of the entire member.
  • the guide plates can be provided, for example, as very thin metal sheets which themselves have no great intrinsic stability, but in the
  • cross members which may be configured for example in the form of tubular profiles, have the necessary strength against the impending winds even in strong winds.
  • Guide plates between the cross beams can be made in different ways: by firm welding to longitudinal bars, by inserting the guide plates in
  • the base plate on which the post is mounted vertically towering formed in two parts and provided with an erection aid, preferably of the type pipe-in-pipe plug-in system.
  • the base plate may for example consist of a first element plate and a second bottom plate, wherein the element plate is firmly connected to the post and the bottom plate is provided for installation in the ground.
  • the bottom plate may be made of metal and / or a combination of metal and a concrete material, so that a secure foundation for the deployed crosswind deflector is given.
  • an erection example provided in the manner of a pipe plug system:
  • the bottom plate has for this purpose, for example, in
  • the position is thus securely fixed already at the first shutdown of the sowindablenkelements, and an assembly requires only, for example, a screwing of the two plate elements of the base plate together. This facilitates above all a mounting in rough terrain via a helicopter through the air. Only a single worker on the ground is required. The necessary intervention in nature is also minimal.
  • the guide plates or the four Windleitiata formed from the guide plates are additionally secured with upper and / or lower struts at the top and / or bottom of the post.
  • the struts can for example by obliquely from a free end or a central region of the guide plates or the cross member to the
  • Struts further increase the stability and resistance to hitting winds. Without a large increase in the weight of the element, a very robust structure for the purpose of wind diversion can be achieved.
  • a strut may consist of tensioned wire ropes attached to it
  • connection flanges are attached.
  • connection can also be in solid form, for example by
  • the guide plates consist of the wind catching and diverting guide plates made of profiled or ribbed sheets in the longitudinal direction of a metal material.
  • the guide plates can be made of comparatively thin sheet material and are therefore very light. This leads to a total lightweight construction of the entire
  • the guide plates are fixedly mounted in a respective peripheral frame, which in turn is attached to the post.
  • the four projecting laterally in a cross shape
  • Guide plates are thus each firmly assembled within a frame and form a compact unit.
  • the frame can consist of welded tube profiles and increases the stability and strength of the element.
  • the guide plates themselves are securely fixed in their respective frame at the desired position.
  • Mounting the frame itself to the central post can be done for example in a detachable manner by screw with corresponding flanges or the like.
  • the respective guide plates of a group of guide plates, which form a common Windleitelement connected to each other via coupling cables between the upper and lower cross members and secured in position.
  • the respective guide plates of a group of guide plates which form a common Windleitelement
  • Guide plates a first coupling cable between an upper and lower cross member to be stretched, and there may be in the middle region of a coupling cable or more coupling ropes, each holding the guide plates in the four directions and in the desired vertical orientation.
  • a rotation lock for torsion-proof installation of the element is provided.
  • a rotation lock can be realized for example by a pin or bolt on the bottom plate, which engages in a corresponding hole.
  • Other means for anti-rotation are also conceivable.
  • the anti-rotation has the advantage that the
  • the side wind deflector can not rotate in the position, so that a strong turbulence of the crosswinds and a targeted discharge to the bottom side are always ensured.
  • a means for preventing the rotation of the Elements in transit in the air can be designed, for example, in the form of a projecting rod with a windsock at the free end. The rod projects laterally from the Thewindablenkelement and has at its end the Windhose or windsock, so that the element thereby remains in the respective position and can not rotate in the air.
  • the length of the guide plates from bottom to top is increased to almost twice. That is, the bottom guide plate is approximately half the length of the top guide plate.
  • the area for the targeted deflection of the impinging winds is thus increased relatively large from bottom to top, whereby an even better deflection, diversion and turbulence due to the aforementioned nozzle effect is achieved with the crosswindow element according to the invention.
  • Fig. 1 is a perspective view of an inventive
  • Fig. 2a, 2b is a side view and a top view of the top
  • FIG. 3 shows a side view of a crosswind baffle element according to the invention according to a second embodiment
  • Fig. 4 is a side view of a crosswind baffle according to the invention according to the second embodiment at the moment of
  • FIGS. 1, 2a and 2b A first embodiment of a crosswind baffle element 10 according to the invention, as shown in different views in FIGS. 1, 2a and 2b, will be explained below.
  • the The iswindablenkelement 10 is used for installation in open terrain, including at the lower end of the element 10, a bottom-side base plate 1 is provided.
  • the base plate 1 is shown here with four setscrews, which are screwed into corresponding holes with internal thread and are screwed for attachment to a (not shown) foundation at the site or a counter-plate.
  • the iswindablenkelement 10 essentially consists of a central post 2, are mounted on the laterally cross-shaped projecting guide plates 3, which serve the targeted deflection and turbulence of winds that impinge on the element 10.
  • the guide plates 3 are in this
  • Embodiment provided in a cross shape in four directions protruding from the central post 2, wherein it is between upper cross beams 4 and lower
  • Cross members 5 are mounted.
  • the guide plates 3 have at the bottom of a shorter length, which increases continuously towards the top.
  • the guide plates 3 thus each together form four trapezoidal wind deflectors 30, as can be clearly seen in particular from the side view of Fig. 2a. These wind deflectors 30 are used for targeted interception, swirling and dissipation of the impinging crosswinds down into the area around the crosswind deflector 10 around, thus a
  • Sedimentation d. H. a deposition of, for example, airborne sand in desert areas or coastal waters. Again, this serves
  • Crosswind deflector for a targeted, effective avoidance of deposits around the element 10 around by intercepting and diverting the crosswind by means of four cross-shaped projecting from the post 2 wind deflector 30, which are composed of a plurality of individual guide plates 3.
  • the post 2 wind deflector 30 which are composed of a plurality of individual guide plates 3.
  • FIGS. 1, 2a and 2b are the first embodiment shown in FIGS. 1, 2a and 2b.
  • the coupling cables 9 are attached to mounting flanges on the tube profiles of the cross members 4, 5 and hold the respective guide plates 3 in their desired position and location.
  • the guide plates 3, which may for example be made of a thin metal sheet, are each mounted at a distance from one another such that in each case gaps of approximately half the width of the guide plates 3 arise.
  • the sowindablenkelement 10 is thus not completely closed and allows a look through.
  • the spaces between the guide plates 3 have the advantage that the elements 10 are not at risk in very strong winds, torn or damaged by the wind.
  • the central post 2 protrudes slightly beyond the upper cross member 4, which form the conclusion of the wind deflector 30.
  • struts 6, 7 Between the lower and upper end of the post 2 and in about the middle of the cross member 4, 5 are mounted.
  • the struts 6, 7, which may be designed, for example, in the form of tensioned wire ropes or iron bars, increase the stability of the crosswind deflector 10 without unduly increasing the overall weight.
  • the struts 6, 7 are also used to hold the applied by means of the coupling cables 9 tensile stress, so that the wind deflectors 30 are clamped in the form of a kind of sail with upwardly increased width.
  • the four of the post 2 are cross-shaped projecting
  • Cross member 4, 5 each also via mounting flanges and corresponding
  • the cross members may also be fixedly connected to the post 2, for example by welding metal pipes.
  • the detachable mounting on mounting flanges and fittings has the advantage that the transport of the Sowindablenkimplantation 10 is facilitated and less volume is needed here.
  • Crosswind deflection element 10 is provided with comparatively large areas for hitting, deflecting and targeted forwarding of the winds.
  • crosswise projecting guide plates 3 is a deposit of
  • Airborne solids ensured even in changing wind directions.
  • the wind can impinge on the cross wind deflector 10 from all directions without the deposition of, for example, snow or sand at the rear (windward side), as is the case with conventional fences or the like, for stopping snow drifts, for example at the edge of
  • Fig. 3 is a side view of a second embodiment of the
  • Crosswinding element 10 according to the invention is shown.
  • the guide plates 3 are mounted on a peripheral frame 8, wherein the frame 8 is then mounted by the four cross-shaped projecting wind deflectors 30 in total at the central post 2 via corresponding mounting flanges and fittings.
  • a strut 6 between the free end of the cross member 4 and the upper end of the post 2 and no lower strut is provided, are in the right example as in the first embodiment a upper strut 6 and a lower strut 7 present, which are mounted between the post 2 and approximately in the middle of the respective cross member 4, 5 and provide additional stability.
  • the first embodiment a strut 6 and a lower strut 7 present, which are mounted between the post 2 and approximately in the middle of the respective cross member 4, 5 and provide additional stability.
  • Struts are also completely omitted - both in this and in the first embodiment. Also in this embodiment (Fig. 3) are the
  • Guide plates 3 of the sowindablenkelements 10 made of a comparatively thin sheet metal material.
  • the sheet material may be provided with longitudinal profiling or struts for stiffening, so that the guide plates 3 despite the relatively thin material yet have sufficient strength to oppose different degrees of wind situations, and the desired effect by the turbulence and dissipation of the wind Provide below to prevent sedimentation.
  • the central post 2 is shown at
  • Embodiments designed as a round tube may be realized as a square tube, as are the upper and lower cross beams 4, 5 in these embodiments.
  • the lower end of the post 2 is provided with a base plate 1, which is reinforced by stiffening triangular struts.
  • the base plate 1 has holes for mounting via screws. The situation of mounting the cross wind deflector 10 after a
  • FIG. 4 shows the situation in which the crosswind deflector 10 is carried through the air by a helicopter or crane (not shown) just before being parked at the desired off-road position.
  • a helicopter hook 14 is mounted at the upper end of the element 10.
  • the cross wind deflector 10 is provided for transport with a means 11 for preventing rotation of the element 10 in the air, here shown in the form of a wind trouser or windsock 11, which is mounted over a laterally projecting from the lower cross member 5 rod.
  • Crosswind deflector 10 safely transported through the air and deposited at the desired location in the field by a simple lowering by means of the helicopter.
  • a foundation plate 16 made of concrete was previously installed for this purpose, on which a bottom plate 13 is mounted, on which the element plate 12 of the base plate 1 is placed.
  • the bottom plate 13 is provided with a central pipe socket 15 which is slightly smaller in diameter than the inner diameter of the central post 2.
  • the two plates 12, 13 of the base plate 1 can thus be in the form of a pipe socket. in-pipe plug-in system are placed on each other, so that the
  • Crosswind deflection element is already in the correct position when it is lowered and secured in advance. Subsequently, only a screw or other connection of the two plates 12, 13 of the base plate 1 is required to secure fixing of the free-standing sowindablenkelements 10 to
  • the invention provides an effective crosswind baffle element 10 which avoids solids deposits from the air in place, directly and safely, on a large scale due to the turbulence and targeted transmission of the wind.
  • the cross wind deflector 10 according to the invention due to its construction with a plurality of relatively thin guide plates 3, which project crosswise from a central post 2, a very low weight, so that a transport by helicopter is made possible.
  • the total weight of the crosswind deflector 10 is preferably less than 550 kg.
  • the cross wind deflector 10 according to the invention represents a relatively minor intervention in nature, since the elements must be placed only at certain points in groups and no large-scale construction measures to prevent snow avalanches, scree avalanches or deposits of blasting sand are required.
  • the invention is not limited to the illustrated embodiments and can be modified in various ways. In particular, the shape of the
  • Guiding plates vary. In the illustrated embodiments, the length of the bottom guide plate 3 in relation to the top guide plate 3 in about half so large, so that a comparatively strong broadening of the wind deflector 30 is given upwards. Alternatively, the broadening upwards can also be made smaller or stronger.
  • the guide plates 3 can be made with smooth or profiled sheets, d. H. with relatively thin sheets, the longitudinal stiffening deformations
  • guide plates 3 can also be provided with stiffening ribs, so that the high stability is ensured despite the lightweight construction.
  • the guide plates 3 can also be attached differently to the central post 2 as in the
  • the guide plates 3 can be mounted by receiving slots in the post 2 and a fixed welding. Also, the distance between the guide plates 3 can be varied to each other, for example, a larger targeted
  • the upper guide plates 3 at a greater distance from each other than the lower guide plates 3 be mounted near the ground to account for the stronger winds in the upper area.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Road Signs Or Road Markings (AREA)

Abstract

L'invention concerne un élément de déviation de vent latéral (10) pour un montage en terrain ouvert, visant à réduire ou empêcher de manière ciblée un dépôt de neige, de sable éolien ou similaire, comprenant une plaque de base (1) du côté sol à ancrer dans le terrain, un montant (2) central faisant saillie de la plaque de base (1) et une pluralité de plaques conductrices (3) montées sur le montant (2), les plaques conductrices (3) orientées verticalement faisant saillie en forme de croix du montant (2) et la longueur des plaques conductrices (3) augmentant à partir de la plaque de base (1) en direction du haut.
EP13736496.4A 2012-07-13 2013-07-11 Déflecteur de vent latéral pour empêcher une sédimentation Not-in-force EP2872695B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102012013962.4A DE102012013962A1 (de) 2012-07-13 2012-07-13 Seitenwindablenkelement zur Verhinderung von Sedimentation
PCT/EP2013/002066 WO2014009021A1 (fr) 2012-07-13 2013-07-11 Élément de déviation de vent latéral pour empêcher la sédimentation

Publications (2)

Publication Number Publication Date
EP2872695A1 true EP2872695A1 (fr) 2015-05-20
EP2872695B1 EP2872695B1 (fr) 2016-09-14

Family

ID=48783189

Family Applications (1)

Application Number Title Priority Date Filing Date
EP13736496.4A Not-in-force EP2872695B1 (fr) 2012-07-13 2013-07-11 Déflecteur de vent latéral pour empêcher une sédimentation

Country Status (6)

Country Link
US (1) US20150167262A1 (fr)
EP (1) EP2872695B1 (fr)
CA (1) CA2877495A1 (fr)
DE (1) DE102012013962A1 (fr)
RU (1) RU2631289C2 (fr)
WO (1) WO2014009021A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107905129A (zh) * 2017-12-14 2018-04-13 泉州市宏恩新能源汽车科技有限公司 一种伸缩防横风装置

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6586674B2 (ja) * 2018-02-15 2019-10-09 株式会社パルパルス 流下物捕捉体および治山工法
CN111172904A (zh) * 2020-02-07 2020-05-19 上海电气集团股份有限公司 阻沙工程积沙侧移防护装置及阻沙系统
CN111893905B (zh) * 2020-06-28 2022-03-22 中铁第一勘察设计院集团有限公司 导风建筑结构

Family Cites Families (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT9016B (de) 1901-01-29 1902-09-10 A W Mackensen Maschinenfabrik Selbstthätige Seilklemme.
US2193062A (en) * 1937-12-17 1940-03-12 Land John Del Rea De Wind control means for protecting orchards and fields
US3015060A (en) * 1954-10-15 1961-12-26 Nucom Ltd Method and means of prospecting for electrically conducting bodies
CH338854A (de) * 1954-12-29 1959-06-15 Evg Entwicklung Verwert Ges Pyramidenförmiges Gestell für den Lawinenschutz
US3218035A (en) * 1962-11-07 1965-11-16 George R Dunlap Snow fence
US3966172A (en) * 1974-11-19 1976-06-29 Garrett Herbert V Lightweight fence for protection against airborne snow, sand or the like
US4089179A (en) * 1976-12-27 1978-05-16 Trautman Frank A Shoreline erosion control
US4339114A (en) * 1980-03-17 1982-07-13 Foresight Industries, Inc. Fencing system
ATE9016T1 (de) * 1980-09-25 1984-09-15 Jean-Michel Taillandier Sich selbsttaetig richtende schnee- oder sandfangbauten.
FR2490693A1 (fr) * 1980-09-25 1982-03-26 Taillandier Jean Michel Barriere a vent auto-orientable
US4471924A (en) * 1982-07-12 1984-09-18 Lynn B Stanley Blast deflecting fence
RU2074610C1 (ru) * 1994-09-29 1997-03-10 Московское авиационное производственное объединение "МИГ" Ветрозащитное устройство
US5494261A (en) * 1995-01-19 1996-02-27 Gandara Systems Corrugated privacy fence and method of fabrication thereof
US6016888A (en) * 1997-11-03 2000-01-25 Lynn; Christopher Stable flow enhancements for ground runup enclosure
JP3882493B2 (ja) * 2000-10-23 2007-02-14 株式会社大林組 防風装置
JP3613729B2 (ja) * 2001-11-20 2005-01-26 株式会社北洋 雪庇防止装置
US7097385B2 (en) * 2004-09-29 2006-08-29 Tabler Ronald D Tetrapod control device and method for stabilizing, depositing and retaining windblown particles
WO2006132743A2 (fr) * 2005-05-05 2006-12-14 University Of South Florida Barriere contre le sable et la neige produisant des tourbillons
JP2010043421A (ja) * 2008-08-11 2010-02-25 Iwaki Tekko:Kk 防雪柵基礎骨格用部材、ならびにそれによる防雪柵基礎およびその施工方法

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2014009021A1 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107905129A (zh) * 2017-12-14 2018-04-13 泉州市宏恩新能源汽车科技有限公司 一种伸缩防横风装置

Also Published As

Publication number Publication date
WO2014009021A1 (fr) 2014-01-16
US20150167262A1 (en) 2015-06-18
EP2872695B1 (fr) 2016-09-14
DE102012013962A1 (de) 2014-01-16
RU2015104801A (ru) 2016-08-27
CA2877495A1 (fr) 2014-01-16
RU2631289C2 (ru) 2017-09-20

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