EP0385017A1 - Integrierte Strassenfertiger mit Aufnahmefähigkeit von Schwaden - Google Patents

Integrierte Strassenfertiger mit Aufnahmefähigkeit von Schwaden Download PDF

Info

Publication number
EP0385017A1
EP0385017A1 EP89303335A EP89303335A EP0385017A1 EP 0385017 A1 EP0385017 A1 EP 0385017A1 EP 89303335 A EP89303335 A EP 89303335A EP 89303335 A EP89303335 A EP 89303335A EP 0385017 A1 EP0385017 A1 EP 0385017A1
Authority
EP
European Patent Office
Prior art keywords
conveyor
chassis
paver
ground
paving material
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.)
Withdrawn
Application number
EP89303335A
Other languages
English (en)
French (fr)
Inventor
Donald W. Smith
James J. Plociennik
George Goehst
Andrew Green
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.)
Barber Greene Co
Original Assignee
Barber Greene Co
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 Barber Greene Co filed Critical Barber Greene Co
Publication of EP0385017A1 publication Critical patent/EP0385017A1/de
Withdrawn legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • E01C19/48—Machines, 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
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C2301/00—Machine characteristics, parts or accessories not otherwise provided for
    • E01C2301/02—Feeding devices for pavers
    • E01C2301/06—Windrow pickup

Definitions

  • the invention relates to machines for paving roads.
  • the invention pertains to self-propelled paving machines capable of picking-up a windrow of loose paving material without the assistance of additional equipment.
  • pavers were independent machines which evenly distributed loose paving material from a holding bin or hopper in the paver to the road directly in front of a screed supported on the paver to produce a road surface from loose paving material.
  • the loose material was previously dumped into the hopper or holding area of the paver by use of a dump truck or other separate apparatus.
  • Astec Industries developed a "shuttle buggie" device, which is the subject of U.S. Patent Application Serial No. 89,318.
  • the shuttle buggie transports paving material from a dump truck or a windrow to the paver and then discharges the paving material into the paver by way of a conveyor.
  • the '408 patent shows a pavement laying apparatus equipped with an upwardly inclined shute hinged on a hopper front wall and a conveyor supported on the front of the paver.
  • This type of device suffers from several problems. First, any loose paving material which gets beyond the shute will travel beneath the wheels of the paver causing the paver to rise above the road surface. As the paver rises above the road surface, the shute will be carried to a higher level above the road surface and allow yet more paving material from the windrow to travel under the paver and raise the paver even further. This process will continue until a significant portion of the windrow is not picked up by the shute and the paving function of the machine is seriously disrupted.
  • a second problem with the Babler-type of paver is that it cannot adjust to the road grade relative to the rest of the paver, i.e. it is. fixedly attached to the paver about that axis. Additional problems include the fact that on the Babler-type paver, the shute and flight conveyors contained in the shute must be as wide as the windrow or, if not, guide plates are used to funnel the windrow into the shute. Often these guide plates allow a significant amount of paving material underneath the shute or are lifted above the ground when the paver rolls over loose material which passes under the conveyor.
  • Another problem apparent in the Babler device is the danger of the shute violently colliding with a hidden obstruction.
  • the Babler paver would violently collide with a manhole cover buried under a windrow of paving material causing damage to the shute or other parts of the paver and, possibly, injury to the operator.
  • a paver has a self-propelled chassis that has a hopper or holding area for loose paving material.
  • the chassis has a forward end and a rear end; a lifting conveyor is pivotally connected to the forward end of the chassis, and a paving apparatus, normally a screed, is attached in a way known in the art at the rear end of the chassis.
  • the lifting conveyor is pivotally supported on the forward end of the chassis to be able to pivot in one or two dimensions relative to the chassis.
  • the conveyor is pivoted in two dimensions by pivotally supporting the conveyor on a mounting which is pivotally supported on the chassis about the line of movement of the chassis to allow for grade adjustments relative to the chassis.
  • Hydraulic cylinders are attached from the chassis to both the mounting and the conveyor to effect adjustments for tilt and grade variations.
  • the conveyor has a discharge end located above the hopper and an input end adjacent the road surface.
  • the input end is associated with various apparatus to feed as much of the windrow as possible into the conveyor and, ultimately, into the paver hopper.
  • the feed means includes screw conveyors located on either side of the input end of the conveyor to feed the paving material from the sides of the windrow into the conveyor. These screw conveyors are driven by the shaft that supports the drag chain of the conveyor near the input end.
  • scrapers are attached behind the conveyor at its inlet end.
  • the scrapers are pivotally adjustable in a plurality of positions relative to the conveyor and act to scrape the road surface as clean as possible of paving material in order to reduce or eliminate escape of paving material under the lifting conveyor.
  • the paver chassis will begin to ride slightly above the road surface as it rolls over the material. As mentioned previously, this can cause the entire paver including the conveyor to lift off the road surface and become less effective at picking up the loose paving material. As more paving material escapes the scraper, the paver further raises above the road surface. As this cycle continues, the conveyor becomes less and less effective at picking-up the loose material in the windrow.
  • the conveyor can be primarily controlled at its connection to the chassis. Or, alternatively, the interface between the conveyor head and the road surface is controlled by scrapers at the conveyor head. Of course, a combination of these two strategies could be utilized without departing from the presently contemplated invention.
  • the conveyor head has grade sensors on either side of the conveyor which ride along the road surface.
  • One of these grade sensors at least partially controls the tilt of the conveyor relative to the chassis, while the other at least partially controls the grade of the conveyor relative to the chassis.
  • the grade controls relay information to the hydraulic cylinders attached between the conveyor and the chassis to make adjustments to the conveyor in order to minimize escape of loose paving material past the conveyor head.
  • An alternative method within the first strategy to control the escape of paving material is to allow gravity to push the conveyor head against the ground.
  • hydraulic cylinders between the chassis and the conveyor can counterbalance the gravity forces such that the head still rides on the ground surface, but without undue pressure against the ground.
  • scrapers are attached to the conveyor head, the scrapers being controlled by runners attached to the conveyor head which ride on the ground surface.
  • a predetermined spacing is maintained between the runners and the scrapers such that a uniform thickness of paving material in the windrow (which could be zero) can pass under the conveyor.
  • Having runners on either side of the conveyor head independently controlling scrapers on each side provides for variations in the grade of the surface to be paved.
  • the invention contemplates the additional feature that the conveyor has a drag chain which rolls over a series of shafts, including one at each end of the conveyor, and supported by an idler shaft located forward and above the conveyor shaft at the inlet end of the conveyor. Because of the location of this idler shaft, the drag chain does not completely reverse directions around the shaft at the inlet end, but merely makes a 90° turn. Thus, the drag chain travels at about a 45° angle to the road surface and has a more efficient motion against the loose paving material in the windrow. This motion also reduces the vibration and slapping of the paddles against the windrow.
  • the paver is generally designated as 20.
  • the paver 20 is comprised of three general components: the chassis 22, the screed 24 and the conveyor 26.
  • the screed is secured to the paver in a manner known in the art at the rear end of the paver.
  • Screed connector bars 28 secure the screed in a position behind the paver such that it can produce a road surface 30 from loose paving material 32 deposited behind the paver.
  • the chassis is supported on wheels 34 and is self-propelled by a power system contained within the chassis.
  • the unit could also be supported on tracks or utilize any other means known in the art for moving large machines.
  • the operator of the unit sits on the operator's chair 36 from where he can direct the paver by steering wheel 38 and can control the hydraulic and other controls on console 40 to fully operate the paver.
  • the conveyor 26 is pivotally attached to the front of the chassis 22 at pivot connections 42 shown at FIGS. 1 and 4.
  • the conveyor is not directly connected to the chassis at pivot connector 42, but to a mounting 44 which is in-turn pivotally connected to the chassis at pivot connector 46.
  • This pivot connector allows the mounting 44 to be swung from side to side thereby adjusting the conveyor relative to the chassis in the direction of the grade of the road.
  • the mounting 44 (and in turn the conveyor 26) can be adjusted 4° in either direction from the normal relative to the chassis.
  • maximum grade adjustments of a greater or less angle is contemplated by the invention.
  • the conveyor generally, has two ends; a discharge end 48 and an inlet end 50.
  • the discharge end is the high end of the conveyor at which the loose paving material is discharged into the chassis. It has a shaft 52 that is driven by motors 54 to actuate drag chain 56 in the conveyor.
  • a second shaft 58 and a third shaft 59 both passively support the drag chain as it travels the length of the conveyor.
  • An idler shaft 60 is situated above and in front of conveyor shaft 58 and carries the drag chain 56 in front of the shaft 58 such that the drag chain makes only a 90° change in direction around shaft 58.
  • the drag chain paddles 62 intercept the windrow of paving material 64 at about a 45° angle and do not begin to change direction until reaching the middle of drive shaft 58, at which point they change direction in order to return to drive shaft 52.
  • This arrangement reduces vibrations normally caused when the paddle of the drag chain completely reverses direction (by 180°) around shaft 58 at the same time the paddles come in contact with the paving material in the windrow 64. Also, the slapping action of the paddle 62 against the windrow 64 is reduced.
  • the tilt of the conveyor 26 relative to the chassis 22 is controlled by hydraulic cylinder 66 shown in the lowered position (shown fully extended as 68 in a typical orientation for transport of the paver 20).
  • Grade adjusting hydraulic cylinders 70 (shown in FIG. 4) are attached between the chassis and the mounting in order to control the grade adjustment of the conveyor relative to the chassis.
  • Second hydraulic cylinders 70 can expand or contract in order to effect up to a 4° swing either direction relative to the chassis. This allows for adjustment of the conveyor to the grade of the road up to 4° different from the plane of the chassis.
  • the inlet end of the conveyor has a widened area 72 on both sides of the drag chain 56. This allows for the drag chain to convey material from the windrow 64 which is wider than the width of the drag chain 56.
  • the conveyor shaft 58 which is turned by the movement of the drag chain 56, has screw conveyors 74 extending the width of widened portions 72. These screw conveyors 74 convey the paving material in the windrow which is on the sides of the windrow and which would not be conveyed directly by drag chain 56. As the screw conveyors 74 turn they convey the material in the wide part of the windrow that reaches the inlet end of the conveyor towards the drag chain where it is then conveyed up the conveyor toward the discharge end 48.
  • the inlet end of the conveyor has side walls 76 and extending wing 78.
  • the extended wing 78 acts as a funnel to scoop paving material into the inlet end which would not otherwise be picked up by the inlet end of the conveyor.
  • These wings 78 are pivotally attached to the inlet side walls 76 at hinge 80.
  • a grade sensor 82 is located at both side walls and has flat bottom portion 84 which rides along the road surface.
  • the grade control is pivotally supported on rocker arm 86 which controls the hydraulic cylinders 68 and 70. If the road surface increases in height relative to the conveyor, the grade control 82 will move upward and will cause the cylinder 68 to raise the conveyor such that the conveyor head is as near to the road surface as possible, without undue scraping of the road surface.
  • the two grade sensors 82 at least partially automatically control the grade and tilt of the conveyor relative to the chassis.
  • the grade sensor 82 on one side will control the tilt of the conveyor by automatically adjusting hydraulic cylinder 68.
  • the grade sensor 82 on the opposite side will control the grade of the conveyor relative to the chassis by adjusting hydraulic cylinder 70 which controls the tilt of the mount upon which the conveyor is supported.
  • the grade control preferably allows a pivot of up to 4° in either direction.
  • the present invention contemplate alternative ways of assuring that pavement material in the windrow does not pass under the conveyor head. While the above-described embodiment utilizes grade controls to cause grade and tilt adjustments in two dimensions at the connection of the chassis with the conveyor, an alternative method, also controlling the conveyor at its connection to the chassis is contemplated.
  • rear scraper 90 is attached through linkage 92 to the conveyor such that it will ride adjacent the ground.
  • Runner 94 which rides on the ground as the conveyor is moved forward, is fixed at a predetermined distance with respect to the conveyor head such that pressure on the conveyor toward the ground will press the runner 94 against the ground but avoid scraping the conveyor head.
  • the runner 94 is attached to a side gate 96 and side gate linkage 98 which assures that the runner 94 is maintained parallel to the ground.
  • the hydraulic cylinder 68 and pivotal connection 42 can be used to apply a counterbalance force against gravity of the conveyor head towards the ground.
  • runner 94 is attached to the bottom of side gate plate 96 which is connected through an armature 104 to triangular pivot plate 106 which is in-turn pivotally connected to the conveyor at pivot 102.
  • the triangular pivot point 106 is connected at its opposite point to adjustable arm 100 which is connected to the side gate plate 96. Accordingly, extension of adjustable arm 100 will pivot plate 106 and reposition the gate 96 and runner 94, always keeping runner 94 parallel with the ground.
  • cylinder 70 When cylinder 68 is being used to apply a counterbalance force, cylinder 70 is put in a free float position so that the conveyor head is free to pivot about pivotal connection 46. This ensures that the head will follow any transverse grade changes of the ground.
  • a break-away scraper arrangement as shown in FIGS. 7 and 8 can be employed.
  • a scraper is attached to the conveyor 26 by bracket 108 which is attached along one edge to the conveyor and departs downwardly away from the underside of the conveyor.
  • a scraper bracket 110 (also shown in FIGS. 9 and 10) is pivotally attached to bracket 108 at bolt 112 such that it can pivot up and down as will be described below.
  • a break-away scraper plate 114 is in-turn pivotally attached to scraper bracket 110 at bolt 116 and also at break-away point 118. Break-away plate 114 has curved surface 120 which will support a curved plate on two cross supports 122 and 124 (as shown in FIGS. 11 and 12).
  • the second strategy contemplated by the present invention for avoiding paving material passing by the conveyor head is directed to maintaining a set distance (possibly zero) between the runner 94 and the scraper face 120.
  • This is accomplished by a linkage plate 126 (FIG. 7) which connects gate plate 96 with scraper bracket 110 at slidable connection 128.
  • the linkage plate 126 is pivotally attached to the conveyor at pivot hinge 130. Accordingly, movement of the runner upwards or downwards (shown at phantom lines 132 in FIG. 7) will cause an appropriate movement of scraper plate 120. Accordingly, a predetermined distance between the bottom of plate 120 and the runner 94 (set by adjustment of linkage 126 at slidable connection 128) will be maintained while runner 94 moves up and down as it rides over the ground.
  • the break-away plate 120 can be set to ride even with the bottom of the runner 94, as shown in FIG. 7, or raised relative to the runner to allow a uniform mat of a predetermined thickness to be formed by the scraper 120 passing over the windrow.
  • cylinder 100A ( Figure 7) replaces adjustable link 100 (of Figure 5).
  • the downward force of side gate 96 and runner 94 against the ground can be controlled to any desired value.
  • the pressure is adjusted so that the downward force is just sufficient to hold runner 94 against the ground, thereby holding scraper 120 in a fixed relation to the ground through linkage 126.
  • the third strategy for avoiding paving material passing by the conveyor head is to control the distance between a scraper face 120 and the ground by means of a grade sensor 82A ( Figures 13 and 14) with flat bottom portion 84A that rides along the road surface.
  • scraper bracket 110A is connected to the conveyor 26 through pivot 112.
  • Scraper face 120 is connected to 110A in a break-away fashion as previously described.
  • the height of scraper face 120 from the ground is controlled by cylinder 100B which can raise or lower bracket 110A and scraper face 120 about pivot 112.
  • bracket 110A with scraper face 120 pivotally mounted on each side of the conveyor, generally behind the screw sections 74 and arranged to clear a path for the wheels 34 on each side of the paver.
  • Grade sensor 82A working through arm 86A operates a grade control device 133, such as a rotary hydraulic proportional valve, mounted to pivoting bracket 110A.
  • Proportional valve 133 controls hydraulic cylinder 100B to maintain the bottom of scraper face 120 at any desired distance above the bottom surface 84A of sensor 82A, which is riding on the road surface.
  • the depth of material flowing under scraper face 120, and in the wheel path of the paver, is thereby controlled to a fixed height above the road surface compensating for any irregularities in the surface.
  • inlet end of conveyor 126 is positioned at a convenient distance above the ground surface by means of cylinders 66. It is not necessary to also pivot the head about pivot 46 and cylinders 70 can be used to lock the head in a level position. Alternately, pivot 46 and cylinders 70 can be removed.
  • Hydraulic cylinder 100B is controlled by proportioning valve 133 as shown schematically in Figure 15.
  • Proportioning valve 133 is supplied with hydraulic oil at a constant, but adjustable pressure by hydraulic pump 134.
  • Proportioning valve 133 responds to movement of ground sensor 82A through arm 86A, passing hydraulic oil to hydraulic cylinder 100B in proportion to the movement of arm 86A in order to maintain a pre-selected vertical distance between the bottom of sensor 82A (shown by surface 84A) and valve 133. Since valve 133 is mounted on bracket 100A with scraper face 120, the vertical distance between the bottom of scraper face 120 and the ground is maintained at a pre-selected distance. By adjusting the rotational mounting of arm 86A at its attachment to valve 133, the height of valve 133 and scraper face 120 from the ground can be adjusted to any desired distance.
  • One complete set comprised of a sensor 82A, a bracket 110A, a scraper face 120 and cylinder 100A can be mounted on each side of the machine to clear a path for both the right and left side wheels of the paver.
  • the right and left sides are independently controlled by sensors on each side and grade adjustments between the right and left sides of the ground are automatically made.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Machines (AREA)
EP89303335A 1989-02-10 1989-04-04 Integrierte Strassenfertiger mit Aufnahmefähigkeit von Schwaden Withdrawn EP0385017A1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US30908089A 1989-02-10 1989-02-10
US309080 1989-02-10

Publications (1)

Publication Number Publication Date
EP0385017A1 true EP0385017A1 (de) 1990-09-05

Family

ID=23196600

Family Applications (1)

Application Number Title Priority Date Filing Date
EP89303335A Withdrawn EP0385017A1 (de) 1989-02-10 1989-04-04 Integrierte Strassenfertiger mit Aufnahmefähigkeit von Schwaden

Country Status (3)

Country Link
EP (1) EP0385017A1 (de)
JP (1) JPH02221502A (de)
CA (1) CA1319040C (de)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1996014471A1 (en) * 1994-11-04 1996-05-17 Strathayr Pty. Limited Methods of and apparatus for laying turf
CN106702833A (zh) * 2017-02-27 2017-05-24 中铁机械装备研究设计院(成都)有限公司 一种用于地铁直铺底座振捣与整型施工设备及施工工艺
CN111041957A (zh) * 2019-12-11 2020-04-21 秦刚 一种交通工程施工用路面裂缝修补装置
CN113152222A (zh) * 2021-04-13 2021-07-23 徐州工业职业技术学院 一种适用于小型摊铺机的熨平板

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6135671A (en) * 1998-02-27 2000-10-24 Niigata Engineering Co., Ltd. Paving materials loading apparatus and paving machine

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2064807A (en) * 1932-08-20 1936-12-22 Barber Greene Co Road building machine
DE849827C (de) * 1950-03-09 1952-09-18 Heseper Torfwerk Ges Mit Besch Vorrichtung zum Sammeln von ausgelegten Torfsoden
US3693512A (en) * 1971-01-21 1972-09-26 Barber Greene Co Apparatus for handling particulate material
US4200408A (en) * 1978-11-13 1980-04-29 Babler Bros., Inc. Windrow pickup attachment for asphalt pavement laying apparatus
DE2845680A1 (de) * 1978-10-20 1980-04-30 Doppstadt Werner Raeumgeraet fuer abgefraestes asphaltmaterial
EP0244708A2 (de) * 1986-04-28 1987-11-11 Josef Schroll Schneeräumfahrzeug

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6030805B2 (ja) * 1981-11-27 1985-07-18 日本鋪道株式会社 路床土の安定処理装置
JPS5996321A (ja) * 1982-11-25 1984-06-02 Mitsubishi Heavy Ind Ltd 基礎施工機

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2064807A (en) * 1932-08-20 1936-12-22 Barber Greene Co Road building machine
DE849827C (de) * 1950-03-09 1952-09-18 Heseper Torfwerk Ges Mit Besch Vorrichtung zum Sammeln von ausgelegten Torfsoden
US3693512A (en) * 1971-01-21 1972-09-26 Barber Greene Co Apparatus for handling particulate material
DE2845680A1 (de) * 1978-10-20 1980-04-30 Doppstadt Werner Raeumgeraet fuer abgefraestes asphaltmaterial
US4200408A (en) * 1978-11-13 1980-04-29 Babler Bros., Inc. Windrow pickup attachment for asphalt pavement laying apparatus
EP0244708A2 (de) * 1986-04-28 1987-11-11 Josef Schroll Schneeräumfahrzeug

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1996014471A1 (en) * 1994-11-04 1996-05-17 Strathayr Pty. Limited Methods of and apparatus for laying turf
US6171019B1 (en) 1994-11-04 2001-01-09 Strathayr Pty. Limited Methods of, and apparatus for, mixing and preparing a base on which turf is to be laid
CN106702833A (zh) * 2017-02-27 2017-05-24 中铁机械装备研究设计院(成都)有限公司 一种用于地铁直铺底座振捣与整型施工设备及施工工艺
CN106702833B (zh) * 2017-02-27 2019-05-28 中铁磁浮科技（成都）有限公司 一种用于地铁直铺底座振捣与整型施工设备及施工工艺
CN111041957A (zh) * 2019-12-11 2020-04-21 秦刚 一种交通工程施工用路面裂缝修补装置
CN111041957B (zh) * 2019-12-11 2022-08-19 秦刚 一种交通工程施工用路面裂缝修补装置
CN113152222A (zh) * 2021-04-13 2021-07-23 徐州工业职业技术学院 一种适用于小型摊铺机的熨平板

Also Published As

Publication number Publication date
JPH02221502A (ja) 1990-09-04
CA1319040C (en) 1993-06-15

Similar Documents

Publication Publication Date Title
US5344254A (en) Pivoting screed edger
EP1627110B1 (de) Unterbrechungs- und abstreichmechanismus für einen strassenfertiger
US5452966A (en) Paving material machine having a tunnel with automatic gate control
US5201603A (en) Tow point for an asphalt paver
US3936211A (en) Drainage ditch mule
US6056474A (en) Height control mechanism for strike-off plate of an asphalt paver screed assembly
RU2349700C2 (ru) Устройство для распределения асфальтовой смеси по поверхности
US4643261A (en) Motor grader with supplementary surface treatment attachment
WO1996010675A2 (en) Paving machine with gravity feed hopper
US5259699A (en) Pipeline padding system
US3540359A (en) Paving material distribution apparatus
US4871025A (en) Levelling machine
US5114267A (en) Integrated paver with windrow pick-up capability
US9938673B2 (en) System and method for controlling auger of paving machine
US4616957A (en) Pipeline padding machine
US6890125B1 (en) Adjustable screed system
US5531542A (en) Dual auger/conveyor drive for a paver
EP0385017A1 (de) Integrierte Strassenfertiger mit Aufnahmefähigkeit von Schwaden
CZ278176B6 (en) Machine for distributing and levelling ballast material of a track ballastway
US5097608A (en) Ballast regulator
US4393608A (en) Land forming and earth moving equipment
EP0278679B1 (de) Strassenfertiger mit rotierenden Bodenscheiben
US3330188A (en) Road widener
US20030143024A1 (en) Method and apparatus for laying roadway materials
US4462747A (en) Material conveyor for use with a backhoe

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH DE ES FR GB GR IT LI LU NL SE

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 19910306