DK142178B - Asphalt Paver. - Google Patents

Asphalt Paver. Download PDF

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Publication number
DK142178B
DK142178B DK556277AA DK556277A DK142178B DK 142178 B DK142178 B DK 142178B DK 556277A A DK556277A A DK 556277AA DK 556277 A DK556277 A DK 556277A DK 142178 B DK142178 B DK 142178B
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DK
Denmark
Prior art keywords
machine
vibration
section
asphalt
smoothing
Prior art date
Application number
DK556277AA
Other languages
Danish (da)
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DK142178C (en
DK556277A (en
Inventor
Svend Hoejbjerg
Original Assignee
Phoenix As
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 Phoenix As filed Critical Phoenix As
Priority to DK556277AA priority Critical patent/DK142178B/en
Priority to GB7847918A priority patent/GB2010364B/en
Priority to DE19782853601 priority patent/DE2853601A1/en
Priority to NL7812175A priority patent/NL7812175A/en
Priority to SE7812878A priority patent/SE440100B/en
Publication of DK556277A publication Critical patent/DK556277A/da
Priority to US06/110,488 priority patent/US4313690A/en
Publication of DK142178B publication Critical patent/DK142178B/en
Application granted granted Critical
Publication of DK142178C publication Critical patent/DK142178C/da
Priority to SG161/85A priority patent/SG16185G/en
Priority to HK664/85A priority patent/HK66485A/en
Priority to MY67/86A priority patent/MY8600067A/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C19/00Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • E01C19/48Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for laying-down the materials and consolidating them, or finishing the surface, e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ
    • E01C19/4833Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for laying-down the materials and consolidating them, or finishing the surface, e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ with tamping or vibrating means for consolidating or finishing, e.g. immersed vibrators, with or without non-vibratory or non-percussive pressing or smoothing means
    • E01C19/4853Apparatus designed for railless operation, e.g. crawler-mounted, provided with portable trackway arrangements
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C19/00Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • E01C19/22Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for consolidating or finishing laid-down unset materials
    • E01C19/30Tamping or vibrating apparatus other than rollers ; Devices for ramming individual paving elements
    • E01C19/34Power-driven rammers or tampers, e.g. air-hammer impacted shoes for ramming stone-sett paving; Hand-actuated ramming or tamping machines, e.g. tampers with manually hoisted dropping weight
    • E01C19/40Power-driven rammers or tampers, e.g. air-hammer impacted shoes for ramming stone-sett paving; Hand-actuated ramming or tamping machines, e.g. tampers with manually hoisted dropping weight adapted to impart a smooth finish to the paving, e.g. tamping or vibrating finishers
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C2301/00Machine characteristics, parts or accessories not otherwise provided for
    • E01C2301/14Extendable screeds
    • E01C2301/16Laterally slidable screeds

Description

(11) FREMLÆGGELSESSKRIFT 142178 DANMARK d> Intet.· E 01 C 19/40 «(21} Antegning nr. 5562/77 (22) Indleveret den 14. dec. 1977 (24) Lebedeg 14. dec. 1977 (44) Ansøgningen fremlagt og fremlæggelsesskriftet offent/lggjort den 15* S βρ · 1 9θ0(11) PUBLICATION MANAGEMENT 142178 DENMARK d> None · E 01 C 19/40 '(21} Note 5562/77 (22) Filed on 14 Dec 1977 (24) Lebedeg 14 Dec 1977 (44) The application submitted and presented in 15 * S βρ · 1 9θ0

DIREKTORATET FORDIRECTORATE OF

PATENT- OG VAREMÆRKEVÆSENET (30> Pr,omet h®«8*®1 fre den (71) AS PH/NIX, 6600 Vejen, DK.THE PATENT AND TRADEMARK BASIS (30> Pr, omet h® «8 * ®1 Fri (71) AS PH / NIX, 6600 Vejen, DK.

72) Opfinder: Svend Højbjerg, Mercurvej 4, 6600 Vejen, DK.72) Inventor: Svend Højbjerg, Mercurvej 4, 6600 Vejen, DK.

(74) Fuldmægtig under sagens behandling:(74) Plenipotentiary in the proceedings:

Ingeniørfirmaet Hofman-Bang & Boutard.Hofman-Bang & Boutard Engineering Company.

(54) Asf altudlægningsmaskine.(54) Asf alt paver.

Opfindelsen vedrører en asfaltudlægningsmaskine med en vibrerende afglatnings- og komprimeringsenhed, der sædvanligvis er betegnet som maskinens bagkrop. Denne er indrettet til at komprimere og glatte den asfaltbane, som skal udlægges ved hjælp af maskinen, idet der foran bagkroppen findes organer til fordeling af asfaltmateriale, som rettes af til en plan bane ved hjælp af en skrabeplade, inden asfaltmaterialet komprimeres og afglattes ved hjælp af bagkroppen.The invention relates to an asphalt paving machine with a vibrating smoothing and compressing unit, usually referred to as the rear body of the machine. This is arranged to compress and smooth the asphalt web to be laid by means of the machine, there being in front of the rear body means for distributing asphalt material which is straightened to a flat web by means of a scraper plate before the asphalt material is compressed and smoothed by means of of the hindquarters.

Der kendes bagkroppe, som har en relativt langsomtgående stampe-skinne, som er anbragt fortil på bagkroppen, og som bringes til at bevæge sig i et plan vinkelret på asfaltbanens længderetning.Rear bodies are known which have a relatively slow-moving stomping rail, which is arranged at the front of the rear body, and which are caused to move in a plane perpendicular to the longitudinal direction of the tarmac.

2 1421782 142178

Der findes også bagkroppe, hvor en plade, strygejernet, bringes til at vibrere hurtigt i lodret retning, og endelig findes der bagkroppe, hvor der benyttes en kombination af de nævnte komprimerings- og afglatningsenheder.There are also rear bodies where a plate, the iron, is caused to vibrate rapidly in the vertical direction, and finally there are rear bodies where a combination of the said compression and smoothing units is used.

Det er efterhånden blevet almindeligt, at bagkroppen til asfalt-udlægsningsmaskiner af den omhandlede art kan forlænges til siden, således at den udlagte asfaltbanes bredde kan blive op til 12 meter. Derved opstår der et problem, idet der ved de kendte maskiner kun findes vibrationsfrembringende organer på hovedbagkroppen og ikke på de tilkoblede forlængelser, idet de kendte maskiner er opbygget som en stiv enhed, hvilket medfører, at der kan opstå stående svingninger i den brede bagkrop, som derved vibrerer maksimalt nogle steder og overhovedet ikke vibrerer andre steder. Dette medfører en uønsket inhomogenitet i asfaltbanen.It has become commonplace that the rear body of the asphalt paving machines of the kind in question can be extended to the side, so that the width of the laid asphalt track can reach up to 12 meters. Thereby, a problem arises, since in the known machines there are only vibration generating members on the main rear body and not on the coupled extensions, the known machines being built up as a rigid unit, which means that standing oscillations can occur in the wide rear body. which thereby vibrates a maximum of some places and does not vibrate anywhere else at all. This results in undesirable inhomogeneity in the asphalt web.

Formålet med opfindelsen er at angiven asfaltudlægningsmaskine, som medfører en ensartet komprimeret og afglattet asfaltbane.The object of the invention is to provide an asphalt paving machine which results in a uniformly compacted and smoothed asphalt track.

Dette formål opnås ved, at maskinen er udformet som angivet i krav lrs kendetegnende del, idet de nævnte, stående svingninger i bagkroppen forhindres ved at opdele denne i et antal vibrationsuafhængige sektioner.This object is achieved by the fact that the machine is designed as claimed in the characterizing part of the claim, the said standing oscillations in the rear body being prevented by dividing it into a number of vibration independent sections.

Ved hjælp af de i krav 2 angivne foranstaltninger opnås, at amplituden for lodretgående vibrationer er størst i en sektions forkant, hvor asfaltmaterialet er løst, medens amplituden er mindre ved sektionens bagkant, hvor asfaltmaterialet er komprimeret.By the measures set out in claim 2, it is obtained that the amplitude of vertical vibration is greatest at the front edge of a section where the asphalt material is loose, while the amplitude is smaller at the rear edge of the section where the asphalt material is compressed.

Da hver sektion kan'vibrere parallelt med asfaltbanens længderetning, skal svingningsdæmperne i forkanten og i bagkanten tillade ens amplituder i asfaltbanens længderetning, hvilket hensigtsmæssigt opnås ved hjælp af den i krav 3 angivne konstruktion.Since each section can vibrate parallel to the longitudinal direction of the tarmac, the oscillators at the leading edge and at the trailing edge must allow equal amplitudes in the longitudinal direction of the tarmac, which is conveniently obtained by the construction of claim 3.

Ved hjælp af de i krav 4 angivne foranstaltninger forøges amplituden ved sektionens forkant yderligere i forhold til amplituden ved sektionens bagkant.By means of the measures specified in claim 4, the amplitude at the leading edge of the section is further increased compared to the amplitude at the rear edge of the section.

3 1421783 142178

Asfaltbanens ensartethed kan forbedres yderligere ved hjælp af de i krav 5 anførte foranstaltninger, idet denne form for en skrabe-plade i forbindelse med den nævnte vibration virker både som afretningsskinne for asfaltmaterialet og tillige virker som en plov, der sætter asfaltmaterialet i en roterende bevægelse, således at det ikke er det samme materiale, der til stadighed hober sig op foran skrabepladen. Der vil derved opnås en ensartet temperatur for det udlagte asfaltmateriale, hvorved asfaltbanen bliver mere ensartet.The uniformity of the asphalt web can be further improved by the measures set out in claim 5, this form of a scraper plate in connection with said vibration acts both as a leveling rail for the asphalt material and also acts as a plow which sets the asphalt material in a rotating motion. so that it is not the same material that constantly accumulates in front of the scraper plate. Thus, a uniform temperature will be achieved for the laid asphalt material, thereby making the asphalt web more uniform.

De i krav 6 nævnte ledeplader forbedrer yderligere den jævne fordeling af asfaltmaterialet, før dette komprimeres og afglattes.The baffles mentioned in claim 6 further improve the even distribution of the asphalt material before compressing and smoothing.

Opfindelsen vil blive nærmere forklaret ved den følgende beskrivelse af en udførelsesform for en asfaltudlægningsmaskine ifølge opfindelsen, idet der henvises til tegningen, fig. 1 viser asfaltudlægningsmaskinen set fra siden, fig. 2 viser skematisk asfaltudlægningsmaskinens bagkrop set bagfra, fig. 3 viser et snit langs linien III-III fra fig. 2, gennem en udførelsesform for maskinen ifølge opfindelsen, medens fig. 4 viser en udførelsesform for de vibrationsfrembringende organer.The invention will be explained in more detail by the following description of an embodiment of an asphalt paving machine according to the invention, with reference to the drawing. 1 is a side view of the asphalt paver; FIG. 2 is a schematic rear view of the asphalt paver machine; FIG. 3 shows a section along line III-III of FIG. 2, through an embodiment of the machine according to the invention, while fig. 4 shows an embodiment of the vibration generating means.

Fig. 1 viser skematisk en kendt asfaltudlægningsmaskine, som omfatter et køretøj 1 med en drivmaskine, som fortrinsvis er indrettet til dels at drive asfaltudlægningsmaskinen fremad i pilen K’s retning, og dels er indrettet til at frembringe hydraulisk tryk til styring af de bevægelige dele, som senere vil blive omtalt. Maskinen styres fra en styrepult 2 og har fortil et lad til optagelse af asfaltmateriale 3> som ved hjælp af et transportbånd i maskinen føres ned til en snegl 4 til fordeling af asfaltmateriale foran en bagkrop 5 over hele dennes bredde, hvilken bagkrop komprimerer og afglatter asfaltmaterialet til en færdig asfaltbane. Bagkroppen 5 er på begge sider af maskinen fastgjort til en arm 6, hvis frie ende er drejeligt lejret til maskinens bundramme, således at bagkroppen 5's højde kan justeres ved hjælp af en til hver arm hørende hydraulisk cylinder 7. Bagkroppen 5 er ved den 4 142178 viste udførelsesform symmetrisk omkring maskinens midterplan M (fig. 2) i køreretningen og "består til hver sin side for denne midterlinie af et såkaldt hovedstrygejern 8 og et sidestrygejern 9, som f.eks. ved hjælp af hydraulik kan bevæges til siden uden for hovedstrygejernet 8’s sideafgrænsning til forøgelse af den udlagte asfaltbanes bredde.FIG. 1 schematically shows a known asphalt laying machine, comprising a vehicle 1 with a driving machine, which is preferably arranged partly to drive the asphalt laying machine forward in the direction of arrow K, and partly adapted to produce hydraulic pressure for controlling the moving parts which will later be mentioned. The machine is controlled from a control desk 2 and has at the front a loading platform for picking up asphalt material 3 which, by means of a conveyor belt in the machine, is brought down to a auger 4 for distribution of asphalt material in front of a rear body 5 over its entire width, which compresses and smooths the asphalt material. for a finished asphalt track. The rear body 5 is fixed on both sides of the machine to an arm 6, the free end of which is pivotally mounted to the bottom frame of the machine so that the height of the rear body 5 can be adjusted by means of a hydraulic cylinder 7 for each arm. shown embodiment symmetrically about the machine's median plane M (Fig. 2) in the direction of travel and "each side of this center line consists of a so-called main iron 8 and a side iron 9, which can be moved to the side outside the main iron, for example by hydraulics. 8's side boundary to increase the width of the laid asphalt track.

Fig. 2 viser til venstre for maskinens midterplan M et hoved- og sidestrygejern henholdsvis 8 og 9, hvor sidestrygejernet 9 er bevæget et stykke ud til venstre. Hovedstrygejernet 8 bæres af en stiv ramme 10, som er fastgjort til armen 6, som strækker sig bagud i forhold til rammen 10 med det formål at styre og bære en stiv ramme 11 for sidestrygejernet 9, således at dette er bevægeligt parallelt med hovedstrygejernet 8 umiddelbart bag dette. Dette opnås ved, at der til rammen 11's ender er fastgjort en eller flere glatte aksler 18, som er indrettet til at glide i tilhørende bøsninger for enden af armen 6. Ved hjælp af ikke viste hydrauliske bevægeisesorganer kan rammen 11 bevæges til en ønsket i forhold til rammen 10 forskudt stilling mellem en yderstilling, hvor den udlagte asfaltbane har maksimal bredde i forhold til midterplanet M og en inderstil-ling, hvor asfaltbanens bredde er bestemt af hovedstrygejernet. Rammerne 10 og 11 samt de tilsvarende rammer på højre side af midter-planet M er under alle forhold indbyrdes stift forbundne, og ifølge opfindelsen er maskinens afglatnings- og komprimeringsenhed opdelt i et antal sektioner, ved den viste udførelsesform således, at der til hver ramme hører en særskilt afglatnings- og komprimeringssektion 12, 13, som er forbundet til den tilhørende ramme henholdsvis 10 og 11 via et antal svingningsdæmpere, hvoraf der på fig. 2 kan ses to svingningsdæmpere 14 og 16 for hovedstrygejernets sektion og to svingningsdæmpere 15 og 17 for sidestrygejernets sektion. Hver sektion har særskilte, vibrationsfrembringende organer, og ved hjælp af svingningsdæmperne forhindres de enkelte sektioners vibrationer i at vekselvirke og i at forplante sig til den øvrige del af maskinen via armene 6. Sektionerne har en sådan størrelse, . at der ikke opstår stående svingninger med knudepunkter i disse, således at asfaltmaterialet påvirkes ensartet af hele sektionens glatte underside, og véd at vibrationerne ikke forplanter sig til den øvrige del af maskinen, bliver slidtagen på maskinen mindre.FIG. 2, to the left of the central plane M of the machine, shows a main and side iron 8 and 9, respectively, with the side iron 9 being moved out to the left. The main iron 8 is supported by a rigid frame 10 which is attached to the arm 6 which extends rearwardly relative to the frame 10 for the purpose of guiding and carrying a rigid frame 11 of the lateral iron 9 so that it is movable parallel to the main iron 8 immediately behind this. This is achieved by attaching one or more smooth shafts 18 to the ends of the frame 11 which are adapted to slide into associated bushings at the end of the arm 6. By means of hydraulic movement means not shown, the frame 11 can be moved to a desired ratio. to the frame 10 displaced position between an outer position where the laid asphalt web has maximum width relative to the middle plane M and an inner position where the width of the asphalt web is determined by the main iron. The frames 10 and 11 and the corresponding frames on the right-hand side of the median plane M are closely interconnected under all conditions, and according to the invention the smoothing and compression unit of the machine is divided into a number of sections, in the embodiment shown, so that for each frame a separate smoothing and compression section 12, 13, which is connected to the associated frame 10 and 11 respectively via a plurality of vibration dampers, of which in FIG. 2 can be seen two vibration dampers 14 and 16 for the section of the main iron and two vibration dampers 15 and 17 for the section of the side iron. Each section has separate vibration generating means and by means of the vibration dampers the vibrations of each section are prevented from interacting and propagating to the other part of the machine via the arms 6. The sections have such size,. that no standing oscillations with nodes occur in them, so that the asphalt material is uniformly affected by the entire underside of the section, and that the vibrations do not propagate to the rest of the machine, the wear on the machine is reduced.

5 1421785 142178

Fig. 3 viser et snit langs linien III-III fra fig. 2 gennem en svingningsdæmper, som består af en forreste svingningsdæmper 17A og en bageste svingningsdæmper 17B. Fig. 3 kunne for afglatnings-og komprimeringssektionen 13's vedkommende angive et tilsvarende snit gennem en vilkårlig af sektionerne, medens den ovenliggende ramme 11 hører til en af sideforlængelsessektioneme, idet der er vist to glatte aksler 18, 19, som bærer sektionen 13, og som er indrettet til at glide i bøsninger, som er fast anbragt i forhold til den i fig. 2 viste ramme 10. Bøsningerne vil fortrinsvis ikke rage uden for hovedstrygejernet 8, således at de glatte aksler 18, 19’s længde er et stykke længere end rammen 11, hvilket stykke svarer til bøsningernes længde.FIG. 3 shows a section along line III-III of FIG. 2 through a vibration damper consisting of a front vibration damper 17A and a rear vibration damper 17B. FIG. 3 could indicate for the smoothing and compression section 13 a corresponding section through any of the sections, while the upper frame 11 belongs to one of the side extension sections, two smooth shafts 18, 19 bearing the section 13 being shown and arranged for sliding into bushings which are fixedly positioned relative to that of FIG. 2. The bushings will preferably not extend outside the main iron 8, so that the length of the smooth shafts 18, 19 is a bit longer than the frame 11, which corresponds to the length of the bushings.

En afglatnings- og komprimeringssektion som den i fig. 3 viste har fortil en konkav skrabeplade 20, samt en glat afglatnings-og komprimeringsplade 21 i bunden. Skrabepladen 20 og bundpladen 21 er afstivet ved hjælp af plader, hvoraf pladen 22 er vist, og et langsgående profil 23, som bærer et vibrationsfrembringende organ 24, som omfatter roterende, excentriske vægte, der drejer i den ved pilen P angivne retning, hvorved sektionen 13 meddeles en vibrerende bevægelse i både vandret og lodret tetning på fig. 3.A smoothing and compression section such as that of FIG. 3 has a front concave scraper plate 20, as well as a smooth smoothing and compression plate 21 at the bottom. The scraper plate 20 and the bottom plate 21 are stiffened by plates, of which the plate 22 is shown, and a longitudinal profile 23, which carries a vibration generating means 24, which comprises rotating, eccentric weights rotating in the direction indicated by the arrow P, whereby the section 13, a vibrating motion in both the horizontal and vertical seals of FIG. Third

Ifølge opfindelsen er sektionen 13 ophængt på vibrationsdæmpende måde i forhold til rammen 11, hvilket opnås ved hjælp af svingningsdæmpere, hvor alle i forkanten anbragte svingningsdæmpere er udformet som den i fig. 3 viste svingningsdæmper 17A, medens alle de bageste svingningsdæmpere er udformet som den viste svingningsdæmper 17B. Svingningsdæmperen 17A består af en til afstivningspladen 22 fastgjort bøsning 25, i hvilken der findes en elastisk manchet 26 med en udboring for en aksel 27, der i enderne er fastgjort til et par flanger, hvoraf flangen 28 er vist, på rammen 11. Svingningsdæmperen 17B består ligeledes af en bøsning 29, som er fastgjort til en flange 30 på rammen 11.According to the invention, the section 13 is suspended in a vibration-damping manner relative to the frame 11, which is obtained by vibration dampers, where all vibration dampers located in the leading edge are designed as the one shown in FIG. 3, while all the rear vibration dampers are designed as the vibration damper 17B shown. The vibration damper 17A consists of a sleeve 25 secured to the stiffening plate 22, in which there is an elastic cuff 26 with a bore for a shaft 27 which is fixed at the ends to a pair of flanges, of which the flange 28 is shown, on the frame 11. The vibration damper 17B also consists of a bushing 29 which is secured to a flange 30 of the frame 11.

Inden i bøsningen 29 findes en elastisk manchet 31 med en udboring for en aksel 32, hvis ender er lejret i en gaffel 34's grene, hvoraf grenen 33 kan ses. Gaflen 34 har en drejelig, gevindskåret tap 35 til samvirken med et indvendigt gevind i den ene ende af et spændestykke 36, hvis anden ende er udformet , 142178Inside the sleeve 29 is an elastic cuff 31 with a bore for a shaft 32, the ends of which are housed in the branches of a fork 34, of which the branch 33 can be seen. The fork 34 has a rotatable threaded pin 35 for cooperating with an internal thread at one end of a clamping piece 36, the other end of which is formed.

DD

som en gaffel, hvis grene, hvoraf grenen 37 kan ses, strækker sig på hver sin side af støttepladen 22 og er fastgjort drejeligt til denne ved hjælp af en aksel 38. Sektionen 13 er således svin-geligt ophængt for så vidt angår vandrette bevægelser i fig. 3.as a fork, the branches of which the branch 37 can be seen extend on either side of the support plate 22 and are pivotally attached thereto by a shaft 38. Thus, the section 13 is pivotally suspended for horizontal movements in FIG. Third

Ifølge opfindelsen er manchetten 26 udført af et mere elastisk materiale end det materiale, som manchetten 31 er fremstillet af, hvilket medfører, at vibrationsamplituden kan være større ved sektionen 13's forkant end vibrationsamplituden vil kunne være ved sektionen 13’s bagkant. Da svingningsdæmperen 17B er ophængt svingeligt for så vidt angår vandrette bevægelser i fig.According to the invention, the sleeve 26 is made of a more elastic material than the material of which the sleeve 31 is made, which means that the vibration amplitude may be greater at the leading edge of section 13 than the vibration amplitude may be at the rear edge of section 13. Since the vibration damper 17B is pivotally suspended with respect to horizontal movements in FIG.

3 vil dette medføre, at den stive sektion 13 kun er dæmpet for vandrette vibrationer ved hjælp af svingningsdæmperen 17A, medens vibrationsdæmpningen for lodrette bevægelser tillader en større lodret amplitude ved sektionen 13’s forkant end ved dennes bagkant. Dette er en fordel, idet asfaltmaterialet er løsere ved sektionen 13’s forkant, end det er ved bagkanten, og ved en korrekt Justering af den samlede længde for gaflen 35 og spænde-stykket 36 opnås en optimal, Jævn komprimering af asfaltmaterialet. Bundpladen 21’s vandrette vibrationsbevægelse medfører en afglatning af asfaltbanen, hvorved denne bliver meget Jævn.3, this will cause the rigid section 13 to be damped only for horizontal vibrations by the vibration damper 17A, while the vibration damping for vertical movements allows a greater vertical amplitude at the leading edge of the section 13 than at its trailing edge. This is an advantage as the asphalt material is looser at the leading edge of section 13 than it is at the trailing edge, and by properly adjusting the total length of the fork 35 and clamp 36, an optimal, even compression of the asphalt material is achieved. The horizontal plate vibration movement of the base plate 21 causes a smoothing of the tarmac, making it very even.

I forbindelse med fig. 4 vil de vibrationsfrembringende organer 24 blive nærmere beskrevet. Disse organer omfatter en aksel 40, som strækker sig over størstedelen af en tilhørende afglatnings-og komprimeringssektions længde og er lejret roterbart i forhold til denne ved hjælp af lejebukke 4l, 42, som er fastgjort til profilpladen 23, som også er vist i fig. 3. Akslen 40 drives rundt via en kileremskive 45 og en ikke vist motor og har i nærheden af lejebukkene 41, 42 ens udformede, excentriske anordninger 43, 44. Hver af disse anordninger omfatter en til akslen 40 fastgjort flange 46 samt en tilsvarende flange 47, mellem hvilke flanger der er anbragt to ens skiver 48, 49 med tilhørende, i forhold til hver skives tyngdepunkt excentrisk beliggende udboringer for akslen 40. Hver skive 48, 49 har et antal gennemgående huller til optagelse af bolte 50, 51» som strækker sig gennem flangerne 47, 48, således at de excentriske skiver 48, 49 kan fastspændes mellem flangerne 46 og 47 med en ønsket, indbyrdes vinkeldrejning, som er forudbestemt ved placeringen af de gennemgående huller i skiverne 48, 49. Anordningen 43, 44's 7 142178 effektive excentricitet kan således varieres, f.eks. i afhængighed af det anvendte asfaltmateriales egenskaber ved at trække boltene 50, 51 ud og dreje skiverne 48, 49 indbyrdes, indtil et nyt sæt huller i skiverne flugter med hullerne i flangerne 46, 47· Derefter spændes skiverne 48, 49 atter sammen ved hjælp af boltene 50, 51.In connection with FIG. 4, the vibration generating means 24 will be further described. These means comprise a shaft 40 which extends over most of the length of an associated smoothing and compression section and is rotatably mounted relative thereto by bearing brackets 4, 42 attached to the profile plate 23, also shown in FIG. 3. The shaft 40 is driven around via a V-belt pulley 45 and a motor not shown, and has in the vicinity of the bearing blocks 41, 42 similar eccentric devices 43, 44. Each of these devices comprises a flange 46 and a corresponding flange 47 attached to the shaft 40. , between which flanges are arranged two identical washers 48, 49 and associated bores eccentrically located bores for the shaft 40 of each disk 40. Each disk 48, 49 has a number of through holes for receiving bolts 50, 51 »which extend through the flanges 47, 48 so that the eccentric washers 48, 49 can be clamped between the flanges 46 and 47 with a desired, angular rotation predetermined by the placement of the through holes in the washers 48, 49. The effective 43 eccentricity can thus be varied, e.g. depending on the properties of the asphalt material used, by pulling out the bolts 50, 51 and rotating the discs 48, 49 between them until a new set of holes in the discs aligns with the holes in the flanges 46, 47. bolts 50, 51.

Når akslen 40 roterer i den ved pilen P i fig. 3 angivne retning, vil hele sektionen 13 udføre en vibrerende, roterende bevægelse, hvis amplitude er bestemt af anordningerne 43, 44fs excentricitet og af svingningsdæmpernes virkning. Som tidligere nævnt er vibrationsbevægelsen ved sektionen 13’s forkant ikke den samme som vibrationsbevægelsen ved sektionens bagkant, idet sektionen 13’s forkant udfører lodrette bevægelser, hvis amplituder er større end de lodrette bevægelser ved bagkanten. Denne fordelagtige fordeling af det lodrette bevægelsesmønster er yderligere forstærket ved, at akslen 40 er anbragt således, at dens afstand til svingnings dæmperen 17A er mindre end afstanden til svingningsdæmperen 17B.As the shaft 40 rotates in it by the arrow P in FIG. 3, the entire section 13 will perform a vibrating, rotary motion, the amplitude of which is determined by the devices 43, 44fs eccentricity and the effect of the vibration dampers. As previously mentioned, the vibration movement at the front of the section 13 is not the same as the vibration movement at the rear edge of the section, since the front of the section 13 performs vertical movements whose amplitudes are greater than the vertical movements at the rear edge. This advantageous distribution of the vertical movement pattern is further enhanced by the shaft 40 being positioned so that its distance to the oscillation damper 17A is less than the distance to the oscillation damper 17B.

Den beskrevne vibrationsbevægelse, som opnås ved maskinen ifølge opfindelsen, kan udnyttes til yderligere at forbedre asfaltbanens ensartethed, idet bevægelsesmønstret for sektionen 13's forkant i forbindelse med, at skrabepladen 20 er konkav, medfører, at asfaltmaterialet ikke alene transporteres ud til sektionens yderside, men også vendes rundt, således at det ikke er det samme asfaltmateriale, som hober sig op foran skrabepladen 20, hvor det kan ligge og blive koldt. Yed at asfaltmaterialet til stadighed vendes rundt, vil det materiale, som komprimeres under bundpladen 21 have en ensartet temperatur, hvorved den færdige asfaltbane selv bliver mere ensartet. Transporten af asfaltmaterialet foran skrabepladen 20 kan yderligere forbedres ved, at skrabepladen forsynes med et antal skrå ledeplader, hvoraf der kan ses to ledeplader 52 og 53 i fig. 3· Det vil af fig. 3 fremgå, at ledeplademe strækker sig fra et sted nederst på skrabepladen 20 og derfra skråt opad og bort fra midterlinien M (fig. 2). Asfaltmaterialet transporteres herved så effektivt ud mod forlængelsessektionernes ydersider, at det ikke er nødvendigt at forlænge den i fig. 1 viste transportørsnegl 4 ud over maskinen l’s bredde.The described vibrational movement achieved by the machine according to the invention can be utilized to further improve the uniformity of the asphalt web, the movement pattern of the front of the section 13 in conjunction with the scraper plate 20 concluding that the asphalt material is not only transported to the outside of the section, but also is turned around so that it is not the same asphalt material that accumulates in front of the scraper plate 20 where it can lie and become cold. As the asphalt material is constantly turned around, the material compressed below the base plate 21 will have a uniform temperature, thereby making the finished asphalt web itself more uniform. The transport of the asphalt material in front of the scraper plate 20 can be further improved by providing the scraper plate with a number of inclined baffles, two baffles 52 and 53 of FIG. 3 · It will be seen from FIG. 3 shows that the guide plates extend from a location at the bottom of the scraper plate 20 and thence upwardly and away from the center line M (Fig. 2). The asphalt material is hereby transported so efficiently to the outside of the extension sections that it is not necessary to extend it in FIG. 1, conveyor auger 4 in addition to the width of the machine.

Claims (4)

142178 8 Ud over de mange nævnte fordele, som opnås ved maskinen ifølge opfindelsen, medfører den også et forbedret arbejdsmiljø for operatørerne, idet vibrationsdæmpningen medfører et lavere støjniveau. For den operatør, som befinder sig på et trinbræt på selve bagkroppen 5 for at kontrollere asfaltbanens kvalitet, vil det være en klar fordel, at trinbrættet ikke vibrerer kraftigt, som det er tilfældet ved kendte maskiner.In addition to the many advantages mentioned by the machine according to the invention, it also results in an improved working environment for the operators, the vibration damping resulting in a lower noise level. For the operator who is on a step board on the rear body 5 itself to check the quality of the tarmac, it will be a clear advantage that the step board does not vibrate vigorously, as is the case with known machines. 1. Asfaltudlægningsmaskine med en vibrerende afglatnings- og komprimerings enhed, kendetegnet ved, at afglatnings-og komprimerings enheden er opdelt i et antal sektioner, som hver for sig er forbundet til maskinen via vibrationsdæmpende organer, og som hver har tilhørende, vibrationsfrembringende organer.1. Asphalt laying machine having a vibrating smoothing and compressing unit, characterized in that the smoothing and compressing unit is divided into a number of sections, each of which is connected to the machine via vibration damping means and each having associated vibration generating means. 2. Asfaltudlægningsmaskine ifølge krav 1, kendetegnet ved, at hver afglatnings- og komprimerings s ekti on fortil, regnet i forhold til maskinens udlægningsretning, er forbundet til maskinen ved hjælp af svingningsdæmpere, som tillader vibration af den tilhørende sektion i et plan vinkelret på forkanten, og at hver sektion bagtil er forbundet til maskinen ved hjælp af svingningsdæmpere, som er mindre eftergivelige end de førstnævnte svingningsdæmpere for vibrationer vinkelret på sektionernes afglatnings- og komprimeringsplan.Asphalt paving machine according to claim 1, characterized in that each smoothing and compression action in the front, calculated in relation to the laying direction of the machine, is connected to the machine by means of vibration dampers which allow vibration of the associated section in a plane perpendicular to the leading edge and that each section at the rear is connected to the machine by vibration dampers which are less resilient than the former vibration dampers perpendicular to the section smoothing and compression plane. 3. Asfaltudlægningsmaskine ifølge krav 2, kendetegnet ved, at svingningsdæmpeme fortil og bagtil er af samme art, hvor en aksel, der er fastgjort til den tilhørende sektion parallelt med dennes forkant, strækker sig gennem en elastisk manchet i en til maskinen fastgjort bøsning, og at de respektive aksler for bageste svingningsdæmpere er forbundet til sektionen via en arm, som er svingelig omkring den tilhørende aksel.Asphalt paving machine according to claim 2, characterized in that the front and rear pivot dampers are of the same kind, in which a shaft attached to the associated section parallel to its front edge extends through an elastic sleeve in a bushing attached to the machine. the respective shafts for rear oscillation dampers are connected to the section via an arm which is pivotal about the associated shaft. 4. Asfaltudlægningsmaskine ifølge ethvert af de foregående krav, og hvor de vibrationsfrembringende organer omfatter en roterende aksel med excentriske vægte, hvilken aksel er anbragt i hovedsa-The asphalt paving machine according to any one of the preceding claims, wherein the vibration generating means comprises a rotary shaft with eccentric weights, which shaft is arranged in the main shaft.
DK556277AA 1977-12-14 1977-12-14 Asphalt Paver. DK142178B (en)

Priority Applications (9)

Application Number Priority Date Filing Date Title
DK556277AA DK142178B (en) 1977-12-14 1977-12-14 Asphalt Paver.
GB7847918A GB2010364B (en) 1977-12-14 1978-12-11 Asphalt laying machine
DE19782853601 DE2853601A1 (en) 1977-12-14 1978-12-12 ASPHALT PAVER
SE7812878A SE440100B (en) 1977-12-14 1978-12-14 ASFALTUTLEGGNINGSMASKIN
NL7812175A NL7812175A (en) 1977-12-14 1978-12-14 ASPHALT MACHINE.
US06/110,488 US4313690A (en) 1977-12-14 1980-01-08 Asphalt laying machine
SG161/85A SG16185G (en) 1977-12-14 1985-03-04 Asphalt laying machine
HK664/85A HK66485A (en) 1977-12-14 1985-09-05 Asphalt laying machine
MY67/86A MY8600067A (en) 1977-12-14 1986-12-30 Asphalt laying machine

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DK556277 1977-12-14
DK556277AA DK142178B (en) 1977-12-14 1977-12-14 Asphalt Paver.

Publications (3)

Publication Number Publication Date
DK556277A DK556277A (en) 1979-06-15
DK142178B true DK142178B (en) 1980-09-15
DK142178C DK142178C (en) 1981-02-16

Family

ID=8143521

Family Applications (1)

Application Number Title Priority Date Filing Date
DK556277AA DK142178B (en) 1977-12-14 1977-12-14 Asphalt Paver.

Country Status (8)

Country Link
DE (1) DE2853601A1 (en)
DK (1) DK142178B (en)
GB (1) GB2010364B (en)
HK (1) HK66485A (en)
MY (1) MY8600067A (en)
NL (1) NL7812175A (en)
SE (1) SE440100B (en)
SG (1) SG16185G (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DK147663C (en) * 1980-12-16 1985-05-28 Phoenix Tagpag ASPHALT LAYING MACHINE
GB2132567A (en) * 1982-12-01 1984-07-11 Denis Michael Bailey Vibration apparatus
FR2619133B1 (en) * 1987-08-06 1991-05-24 Gerland PROCESS FOR PRODUCING HOUSEHOLD CHANNELS AT THE EDGE OF ROAD TRAFFIC LIGHTS MADE OF BITUMINOUS COATED MATERIALS AND DEVICE FOR IMPLEMENTING SAME
DE9212166U1 (en) * 1992-09-09 1994-01-20 Voegele Ag J Screed for a paver

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2723608A (en) * 1951-10-15 1955-11-15 Jackson Vibrators Paving machine or compacting machine
US3415173A (en) * 1967-08-21 1968-12-10 Rogers Construction Inc Extension attachment for a paving machine
US3508476A (en) * 1967-08-30 1970-04-28 Barber Greene Co Method and apparatus for towing and suspending a compactor from a paver

Also Published As

Publication number Publication date
MY8600067A (en) 1986-12-31
GB2010364A (en) 1979-06-27
GB2010364B (en) 1982-06-16
NL7812175A (en) 1979-06-18
DK142178C (en) 1981-02-16
SE440100B (en) 1985-07-15
DK556277A (en) 1979-06-15
HK66485A (en) 1985-09-13
DE2853601A1 (en) 1979-06-21
SE7812878L (en) 1979-06-15
SG16185G (en) 1985-08-16

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