EP0663478A1 - Combinaison d'une excavatrice avec un dispositif vibreur - Google Patents

Combinaison d'une excavatrice avec un dispositif vibreur Download PDF

Info

Publication number
EP0663478A1
EP0663478A1 EP94119853A EP94119853A EP0663478A1 EP 0663478 A1 EP0663478 A1 EP 0663478A1 EP 94119853 A EP94119853 A EP 94119853A EP 94119853 A EP94119853 A EP 94119853A EP 0663478 A1 EP0663478 A1 EP 0663478A1
Authority
EP
European Patent Office
Prior art keywords
undercarriage
vibrating device
combination according
excavator
vibrating
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
EP94119853A
Other languages
German (de)
English (en)
Other versions
EP0663478B1 (fr
Inventor
Alexander Von Wilcken
Alfred Eichleitner
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.)
Heilit & Woerner Bau-Ag
Heilit und Woerner Bau AG
Original Assignee
Heilit & Woerner Bau-Ag
Heilit und Woerner Bau AG
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 Heilit & Woerner Bau-Ag, Heilit und Woerner Bau AG filed Critical Heilit & Woerner Bau-Ag
Publication of EP0663478A1 publication Critical patent/EP0663478A1/fr
Application granted granted Critical
Publication of EP0663478B1 publication Critical patent/EP0663478B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F5/00Dredgers or soil-shifting machines for special purposes
    • E02F5/30Auxiliary apparatus, e.g. for thawing, cracking, blowing-up, or other preparatory treatment of the soil
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02Improving by compacting
    • E02D3/046Improving by compacting by tamping or vibrating, e.g. with auxiliary watering of the soil
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/96Dredgers; Soil-shifting machines mechanically-driven with arrangements for alternate or simultaneous use of different digging elements
    • E02F3/963Arrangements on backhoes for alternate use of different tools
    • E02F3/964Arrangements on backhoes for alternate use of different tools of several tools mounted on one machine

Definitions

  • the present invention relates to a combination of an excavator with a vibrating device for the production of base layers or the like.
  • base layers such as. B. hydraulically bound base layers (HGT layers), frost protection layers or sub-base layers
  • HHT layers hydraulically bound base layers
  • frost protection layers or sub-base layers to use a base layer paver
  • This base layer paver comprises a crawler track chassis and a vibrating screed arranged on the front side of the base layer paver, the height and angular position of which can be adjusted with respect to the base layer paver by a plurality of cylinder units.
  • the known base layer paver it is possible with the known base layer paver to control the vibrating screed in a floating manner, i.e.
  • the known base course paver leads to considerable acquisition or maintenance costs of a construction equipment which cannot be used in any other way, which additionally has to be transported to the respective construction site whenever a base course is to be manufactured and then has to be removed from this construction site again.
  • the object is achieved by the combination of an excavator with a vibrating device specified in claim 1.
  • the excavator arm already provided on the excavator can be used on the one hand to move the vibrator from a storage position, e.g. B. on a truck or on the edge of the site to lift and attach to the holding device.
  • the excavator arm with the excavator shovel provided on the excavator arm can be used for the z. B. on a truck brought material from the truck and distribute it on the ground in front of the excavator and in front of the vibrator.
  • An additional excavator which would have to carry out this unloading and distribution, and would have to drive on the not yet compacted surface in front of the vibrating device, is therefore not necessary. This is particularly advantageous because the impressions produced by the tires of the additional excavator in the prepared but not yet compacted subsurface make it extremely difficult to produce a flat, uniformly compacted base layer.
  • the excavator itself has a very high weight (up to 25 t), it is ensured that the vibrating device rests with a very high pressure on the material to be vibrated, so that a good coupling for transmitting the vibrations generated by the vibrating device from the vibrating device on the material to be compressed is ensured.
  • the vibrating device has a mounting base which can be hooked onto the holding device with hook sections. It is thus possible for the excavator driver to lift the vibrating device with the excavator arm from the ground automatically and without additional help and by hooking the hook portions to the holder on the excavator, thereby reducing the time required for a vibrator to provide a base course.
  • the first holding device comprises a holding plate arranged on a front side of the undercarriage, and if a counterplate is provided on the vibrating device, which abuts the holding plate when the vibrating device is mounted, at least one hook-like in the region of an upper edge of the counterplate Section is provided which engages over an upper edge of the holding plate.
  • the excavator driver therefore only needs to move the vibrating device with the aid of the excavator arm so far towards the holding plate of the holding device until the counterplate bears against the holding plate.
  • a subsequent lowering of the vibrating device by means of the excavator arm leads to the hooking of the at least one hook-like section of the counterplate on the holding plate, as a result of which the vibrating device is fixed on the excavator.
  • the counter plate can additionally be fastened to the holding plate by a plurality of screw connections, so that a displacement of the vibrating device relative to the excavator caused by external forces is prevented.
  • the vibrating device be connected to the counterplate by at least two pairs of swivel arms arranged one above the other, which are pivotally attached to the counter plate in the area of one of their ends and to the vibrating device in the area of their other ends are pivotally attached and provide a parallelogram guide for the vibrating device.
  • the holding device comprises at least two support plates which extend laterally from one side of the undercarriage and are laterally spaced apart, as well as a vibrating device carrier which is pivotally connected to the support plates and extends in front of the undercarriage and the chassis in a direction transverse to the undercarriage which the vibrating device can be attached. All elements required for articulating the vibrating device on the excavator are thus firmly connected to the excavator, so that a particularly stable articulation of the vibrating device on the excavator can be provided. Furthermore, only the vibrator itself is removed from the excavator for transportation, so that the separate transportation of the excavator and the vibrator is also facilitated.
  • Swivel arm include, as well as an upper swivel arm pivotally attached to an upper portion of the support plates and to an upper portion of the support plates, which is arranged essentially parallel to the lower swivel arm and forms with this a parallelogram guide for the vibrating device carrier.
  • the parallelogram guidance of the vibrating device carrier and thus the vibrating device ensures that when the vibrating device is raised or lowered it is not pivoted relative to the excavator and thus relative to the ground and thus rests with its entire working surface on the ground at any working height.
  • each pivot connection further comprises a first cylinder unit, and that the first cylinder unit is pivotally attached to the support plate with one of its ends in the region of the articulation of the lower pivot arm and to the upper pivot arm with its other end in the region of the articulation of which is pivotally attached to the carrier plate.
  • the entire cylinder unit thus extends completely within the articulation parallelogram formed by the upper and lower swivel arms, so that there are no components which protrude above the upper swivel arms or above the upper section of the support plates.
  • the rotational movement of an uppercarriage arranged on the undercarriage is therefore not impaired by the holding device and the vibrating device.
  • the length of the vibrating device carrier in the transverse direction of the undercarriage is less than or equal to the maximum width of the undercarriage, it is ensured that there are no components which protrude laterally over the undercarriage so that the undercarriage can be transported or moved on public roads without any problems can be.
  • coupling elements are provided in the region of the outer ends of the vibrating device carrier in the transverse direction of the undercarriage for firmly coupling the vibrating device carrier to the vibrating device.
  • the articulation of the vibrating device on the vibrating device carrier is thus provided as close as possible in the region of the lateral ends of the vibrating device, so that the torques transmitted by the vibrating device to the vibrating device carrier and the holding device are kept as low as possible.
  • the holding device can comprise swivel devices which are respectively attached to side surfaces of the chassis frame of the chassis and which can be firmly coupled to the vibrating device.
  • the coupling of the vibrator with the excavator is on the side of the undercarriage, i.e. outside of the crawler tracks, enables a strong reduction in the torques transmitted from the vibrating device to the undercarriage, in particular around an axis of rotation parallel to the direction of travel, whereby a particularly stable coupling of the vibrating device to the excavator is provided.
  • the swivel devices each have vertically spaced upper and lower swivel arms which are articulated on the chassis frame with one of their ends and which can be firmly coupled in the area of their other ends to the vibrating device in order to provide respective parallelogram guides for the vibrating device.
  • the parallelogram guidance of the vibrating device ensures that the vibrating device assumes the same angular position relative to the excavator and thus relative to the ground in every pivoting position.
  • each of the swiveling devices further comprises a first cylinder unit, which is coupled to the upper or lower swivel arm on the one hand and the chassis frame on the other hand for selectively lifting and lowering the vibrating device.
  • the upper swing arm is spaced further from the chassis frame in a transverse direction of the undercarriage than the lower swing arm, and the first cylinder unit is coupled to the lower swing arm, it is possible to use one To use cylinder unit, the length of which ensures a sufficient stroke of the vibrating device.
  • the cylinder unit acts on the upper or lower swivel arm in a central section thereof.
  • each swivel device and the associated first cylinder unit each be pivotably mounted on a mounting plate that can be attached to the chassis frame are.
  • the length of the upper and / or the lower swivel arm be adjustable to adjust the angular position of the vibrating device to the undercarriage.
  • the vibrating device preferably comprises a vibrating screed with a vibrating plate and at least one vibrator and a first cylinder unit, by means of which the vertical position of the vibrating screed can be adjusted relative to the excavator. It is therefore not necessary to provide a cylinder unit on the excavator which, when the vibrating device is installed, is used to adjust the vertical position the vibrator must be coupled.
  • the vibrating device thus represents an independent device that can be quickly and easily mounted on the excavator and removed from the excavator and that requires only minor structural changes to the excavator.
  • the vibrating plate is held on a frame of the vibrating plank with the interim storage of rubber-elastic elements, it is ensured that the vibrations generated by the at least one vibrator are primarily transmitted to the vibrating plate and not to the frame of the vibrating plank and thus the vibrating device and the excavator , which significantly improves the efficiency of the vibrating device.
  • the vibrating device comprises a metering slide upstream of the vibrating screed, which can be adjusted in its vertical position relative to the vibrating screed by a second cylinder unit, so that the material unloaded in front of the excavator or the vibrating device Depending on the vertical position of the metering slide, it is dosed under the vibrating device and a base layer with a uniform layer thickness and density is generated.
  • the first and second cylinder units and the at least one vibrator can be actuated in a particularly simple manner in that the first and second cylinder units and the at least one vibrator can be actuated hydraulically.
  • an auxiliary drive shaft is provided on an excavator motor arranged on the superstructure of the excavator, and that a hydraulic pump provided on the superstructure for hydraulic actuation of the first and second cylinder units and of the auxiliary drive shaft is provided at least one vibrator can be driven. It is therefore not necessary to provide additional drive units on the excavator, so that the overall costs of the combination according to the invention can be reduced.
  • Conventional excavators are generally unable to operate in a low speed, i.e. to drive in a range of 1 to 3 m / min. at such a uniform speed as is desired for the production of base layers.
  • the reason is that conventional excavators are designed for higher driving speeds of, for example, more than 3 km / h (50 m / min.).
  • the oil pumps provided for operating the traction motors are adjustable in terms of their delivery rate, but cannot deliver a uniform amount of oil in the area of low delivery rate, since they then already work in the area of the leakage oil flow.
  • the hydraulic pump is a triple pump, a pump part serving to actuate the first and second cylinder units, a pump part serving to drive the at least one vibrator, and a pump part serving to drive the undercarriage. It is thus possible, by appropriate design of the drive pump part for low pumping power, using the motor provided in any case on the excavator, to supply a pump oil quantity suitable for driving the vehicle at a very low and constant speed.
  • the cylinder units and the at least one vibrator can be operated by the same hydraulic pump, so that no additional units are required for this either.
  • the vibrating device is preferably attached to a front of the undercarriage, it is proposed that hydraulic line connections for connecting the hydraulic pump to the first and second cylinder units and the at least one vibrator are provided on a front of the uppercarriage, and that pivoting angle limiting devices are provided on the uppercarriage are provided to restrict the swivel angle of the superstructure to a predetermined value.
  • the provision of an additional rotary feedthrough through the slewing ring of the superstructure in the undercarriage can thus be omitted.
  • the provision of the swivel angle limiting devices ensures that damage or tearing off of the hydraulic connections between the uppercarriage and the vibrating device is prevented when the uppercarriage rotates on the undercarriage.
  • a hydraulic pressure line leadthrough can be provided in a rotating ring of the excavator for leading hydraulic pressure lines from the hydraulic pump to the first and second cylinder units.
  • the possible use of the device is significantly increased by the possible 360 ° swivel angle.
  • a second holding plate is provided on a rear side of the undercarriage, on which a support for the diesel unit and the hydraulic pump with a counterplate rests and which engages with an upper edge of the second suspension plate with a hook-like section. It is thus in turn possible to attach the diesel unit to be attached to the undercarriage and the hydraulic pump by means of the excavator arm on the excavator and to remove it again without additional auxiliary personnel, which in turn saves time and costs.
  • the carrier can be fixed to the second holding plate by at least one screw connection, it is ensured that the carrier does not detach itself from the excavator even in the event of strong vibrations or external forces.
  • hydraulic lines from the hydraulic pump to the first and second cylinder units and to the vibrator are each guided along the underside of the undercarriage in order to avoid damage to the hydraulic lines by the slewing ring or the superstructure.
  • Attaching the vibrating device to the excavator by means of the excavator arm is made considerably easier if the vibrating device is provided with coupling elements for optional coupling to the excavator arm.
  • the undercarriage comprise a crawler track undercarriage with two crawler tracks each provided on the sides of the undercarriage.
  • the invention further relates to the combination of an excavator with an additional device for the production of base layers or the like, comprising an excavator with an undercarriage comprising a chassis and an uppercarriage arranged on the undercarriage and a first holding device provided on the undercarriage, the additional device being attached to the first Holding device optionally attachable and removable from this paver screed and a metering slide upstream of the paver screed.
  • FIG. 1 shows an excavator, generally designated 10, which comprises an uppercarriage 12 and an undercarriage 14.
  • the superstructure 12 is on the undercarriage 14 in a manner known per se, e.g. B. rotatably mounted by means of a slewing ring.
  • an excavator arm 16 is provided, which also has a first arm section 18 which can be pivoted on the superstructure 12 about an essentially horizontal axis and also on the first arm section 18 includes a second arm portion 20 pivotable about a substantially horizontal axis.
  • the arm sections 18 and 20 are movable by cylinder units known per se (only one shown here).
  • An excavator bucket 24 is attached to a free end 22 of the second arm section 20.
  • the second arm section 20 has a rotating device 26, by means of which the part 28 of the second arm section 20 connected to the blade 24 can be rotated through 360 ° about a longitudinal axis of the second arm section 20 with respect to the part 30 pivotably held on the first arm section 18. Since the bucket 24 is in turn, in a known manner, held pivotably about an essentially horizontal axis at the end 22 of the second arm section 20, the bucket 24 can be brought into practically any working position by the excavator driver.
  • On both sides of the undercarriage 14 there are caterpillar tracks 32 which form the chassis 31 of the excavator and which are driven by a motor (not shown) of the excavator which is arranged in the superstructure 12.
  • a vibrating device 34 is attached to the excavator 10.
  • a holding plate 40 is fastened to a front side 36 of the undercarriage 14 by means of a plurality of support plates 38 which extend in the longitudinal direction of the excavator or at an angle thereto.
  • the holding plate 40 extends essentially parallel to the front 36 of the undercarriage over substantially the entire width of the undercarriage between the crawler tracks 32.
  • a counterplate 42 of the vibrating device 34 has a hook-shaped section 44 in an upper end region 46 (see FIG. 3) , which extends substantially over the entire width of the counter plate 42. With the hook-shaped section 44, the counter plate 42 is over an upper edge 48 of the holding plate 40 hanged so that the vibrating device is carried by the holding plate 40 on the undercarriage 14 of the excavator 10.
  • the holding plate 40 and the counter plate 42 can additionally by screw connections 50, for. B. bolts, are connected to each other, which penetrate openings formed both in the holding plate 40 and in the counter plate 42. An unwanted loosening of the vibrator 34 from the excavator 10, for. B. by lifting the vibrator 34, can thus be prevented.
  • the vibrating device 34 shown in more detail in FIG. 3 comprises a vibrating screed or paver screed 52, which is known per se.
  • a vibrating screed or paver screed 52 On a frame section 54 of the vibrating screed 52 there are pairs of support arms 56 and 58, one above the other, about their axes which extend essentially horizontally with their first ends 64 , 65 pivotally fixed.
  • the two support arms 56 and 58 with their second ends 72, 73 are also held on the counter plate 42 on respective supports 60 and 62 so as to be pivotable about substantially horizontal axes.
  • one of the laterally spaced upper and / or lower arms 56, 58 is essentially A-shaped and has one from the end section 64 of the support arm 56, with which the support arm 56 on the vibrating plank is pivotally fixed on lateral support arm 66 to be extended transversely in the direction of the support structure.
  • the side support arm 66 is also fixed with its free end 68 on a support 70 on the counter plate 42 so as to be pivotable about a substantially horizontal axis.
  • a stabilizer 74 which extends essentially transversely to the longitudinal direction of the excavator and which is located on the lateral support arm 66 and the support arm 56 is welded.
  • a parallel guidance of the vibrating screed 52 is provided in a height direction with respect to the excavator, which is secured by the side support arm 66 and the stabilizer 74 against displacements of the vibrating screed relative to the excavator caused by lateral force, so that the Vibrating beam 52 can only be moved in a vertical direction.
  • a structure 76 is provided at each of the lateral ends of the counter plate 42 and carries a first cylinder unit 80 in the region of its upper end 78.
  • the first cylinder unit 80 is pivotally attached at its lower end 82 to the frame section 54 of the vibrating screed 52, so that by actuating the cylinder unit 80, i. by retracting or extending the piston rod 84, the vibrating screed 52 can be raised and lowered essentially vertically.
  • the structure 76 each comprises two arms 86 and 88, essentially rectangular support parts 89, which is fixed with an end portion 90 of the arm 88 at the upper edge portion 46 of the counter plate 42.
  • An opposite end section 92 of the arm 88 is fixedly connected to a lower edge section 96 of the counterplate 42 by a substantially obliquely downwardly extending support arm 94 and thus supports the structure 76 on the counterplate 42.
  • a further support arm 98 extends between the end section 90 of the arm 88 and the upper end 78 of the arm 86 and thus additionally serves to stabilize the structure 76 since, when the vibrating beam 52 is raised, it carries essentially the entire weight of the vibrating beam 52, and in lowered state of the vibrating screed essentially through the entire absorbs the weight of the excavator on the vibrating screed.
  • the structures 76 arranged on both lateral ends of the counterplate 42 are firmly connected to one another by a connecting element 77.
  • the connecting element 77 is fixed to the upper ends 78 of the arms 86.
  • a tab 79 is provided in the area of the ends 78 on each structure 76, which tab is used for coupling with the excavator arm 16 in a manner to be described.
  • the known vibrating screed comprises a main frame extending transversely to the longitudinal direction of the excavator, which is essentially formed from two support parts 102, which by a plurality of extending transversely to the support parts and on these z. B. connected by welding transverse plates 105 are interconnected (see. Fig. 4).
  • the frame section 54 to which the two upper and lower support arms 56 and 58 are each pivotally connected, is fixed to the support part 102 which is close to the counterplate 42.
  • a vibrating plate 106 is held on the carrier parts 102 by means of rubber-elastic damping elements 104.
  • a plurality of vibrators 108 (four in FIG. 4) are mounted on the vibrating plate 106. The provision of a plurality of evenly spaced vibrators 108 ensures that sufficient vibration energy is transmitted to the ground to be solidified over the entire width of the vibrating plate 106.
  • a metering slide 110 which extends in the direction of manufacture in front of the vibrating beam 52, is provided on the vibrating beam 52.
  • the metering slide 110 extends essentially over the entire width of the vibrating screed 52 and is fixed thereon with a plurality of laterally spaced arms 112 so as to be pivotable about a substantially horizontal axis.
  • the metering slide 110 is in its by means of a second cylinder unit 114 Height adjustable in relation to the vibrating plank 52.
  • a desired amount of material to be installed can thus be brought under the vibrating plate 106 by adjusting the height of the metering slide 110, so that an essentially planar view with the desired thickness can be produced by suitably adjusting the height of the metering slide.
  • a diesel unit 116 is also arranged on the undercarriage for actuating the first and second cylinder units 80 and 114 and the vibrators 108 arranged on the vibrating plate 106 (see FIGS. 2 and 4).
  • the diesel unit 116 can be integrally formed with a hydraulic pump 117, which supplies the pressurized working fluid required to actuate the first and second hydraulic units 80 and 114 and the vibrators 108.
  • This unit 116 with the hydraulic pump 117 can be attached to the undercarriage 14 in a manner which corresponds to the attachment of the vibrating device 34 to the undercarriage.
  • a carrier 125 for the diesel unit 116 and the hydraulic pump 117 comprises a substantially horizontally arranged bottom part 124, on which the diesel unit 116 and the hydraulic pump 117 z. B. are determined by bolts, and a substantially vertically arranged counter plate 126.
  • Two plate parts 128 are provided on the counter plate 126 at a lateral distance from each other, which extend substantially in the vertical direction of the counter plate 126 and each have hook-like sections 130 at their upper ends .
  • the sections 130 overlap an upper edge of the counter plate 122 so that the carrier is hooked onto the holding plate 122.
  • the plate parts 130 are both on the counter plate 126 and on the bottom part 124 z. B. fixed by welding and thus increase the stability or rigidity of the carrier 125 for the diesel unit 116 and the hydraulic pump 117.
  • the counter plate 126 is in turn firmly connected to the holding plate 122 by a plurality of screw connections 132, so that an undesired release of the carrier from the holding plate 122 is not possible.
  • the connecting lines (not shown) for supplying the pressurized hydraulic oil to the first and second cylinder units 80, 114 and to the vibrators 108 are routed along the underside of the undercarriage 114 in order to avoid mutual interference with the uppercarriage 12 when the uppercarriage 12 is rotated.
  • a hydraulic line connection to the vibrating device must be provided, it is necessary to attach swivel angle limiting devices for the superstructure, as by the line connections the maximum turning range of the uppercarriage on the undercarriage is restricted.
  • the swivel angle limiting devices are set to values that allow the superstructure to swivel only within a permissible angle range.
  • tabs 79 are attached to the structure 76 of the vibrating device 34 and serve to couple the vibrating device 34 to the excavator arm.
  • the vibrator 34 z. B. lifts off a truck and attaches to the excavator 10.
  • steel cables can be attached to the excavator arm 16 or to the excavator shovel 24, which are then each suspended in the tabs 79, so that the vibrating device 34 can be raised by the excavator arm. Since two laterally spaced tabs 79 are provided for attaching respective steel cables, a lateral tilting of the vibrating device 34 is not possible.
  • the excavator driver only needs to direct the vibrating device coupled to the excavator arm 16 by means of the steel hawser to a position in which the counter plate 42 abuts the holding plate 40 and by subsequent lowering of the excavator arm 16 and thus the vibrating device 34 the vibrating device 34 is hooked onto the holding plate 40 with the hook-like section 44 of the counterplate 42.
  • known guide means can be provided on the counterplate and / or on the holding plate, which guide means, when lowering the vibrating device, the counterplate, and thus the entire vibrating device, into a correct one Bring it to the side with respect to the holding plate.
  • the holding device 152 in each case comprises support plates 156, 158 arranged in pairs in a front section 154 of the undercarriage 150, two pairs of such support plates 156, 158, 156 ', 158' being laterally spaced apart on the undercarriage 150, as can be seen in FIG. 6.
  • the pairs of support plates 156, 158, 156 ', 158' are each attached to the undercarriage 150 in such a way that they are as close as possible to the respective crawler track chassis 160, 162 in order to ensure that the vibrating device on the undercarriage 150 is held as stably as possible.
  • the support plates 156, 158, 156 ', 158' are, as can be seen in FIG. 5, on the undercarriage 150, e.g. B. by welding or the like. Attached such that they encompass the undercarriage 150 with extended sections 164, 166 and thus form the largest possible coupling area between support plates 156, 156 'and 158, 158' and undercarriage 150.
  • an upper swivel arm 170 is in each case pivotably mounted about a swivel axis which extends essentially transversely to the undercarriage 150.
  • each of the upper arms 170 is also each formed by two arm plates 172, 174.
  • a front end 176 of the upper swivel arms 170 is in each case on a support plate 178, 178 'by a Bolt 182 is pivotally mounted about an axis also extending in the transverse direction of the undercarriage 150.
  • each of the lower swivel arms 188 is also constructed from two arm plates (not shown individually in the figures) and is pivotably mounted in the region of a front end 190 on the respective support plate 178, 178 'at a lower section 194 thereof.
  • a cylinder unit 196 which is provided in each pair of support plates 156, 158, 156 ', 158', is also pivotally supported at one end thereof on the bolt 186, on which the lower arms 188 are pivotably mounted on the support plates 156, 158, 156 ', 158', and is pivotally attached with its other end in the region of the front end 176 of the respective upper swivel arm 170 by a bolt 198.
  • the articulation parallelogram formed by the upper and lower swivel arms 170, 188 can thus be moved, so that in particular the height of the support plates 178, 178 'relative to the undercarriage 150 can be changed without the angular position of the support plates 178, 178' to change relative to the undercarriage 150.
  • the vibrating device carrier 180 extends in front of the crawler tracks 160, 162 transversely to the undercarriage 150.
  • pairs of suspension brackets 204, 206 and 208, 210 are attached to the vibrating device carrier 180, on which the vibrating device can be attached by respective mating tabs 212 (see FIG. 5) and bolts 214.
  • FIG. 5 only one support part 216 is shown of the vibrating device, on each of which in a section corresponding to the pairs of links 204, 206 or 208, 210 there is a link support 218, e.g. B. is attached by screwing or the like.
  • the rest of the vibrating device is not shown in FIG. 5 for reasons of clarity in the drawing, but the vibrating device essentially corresponds to that with reference to the vibrating device described in FIGS. 1-4.
  • the support member 216 has the advantage that when changing the length of the vibrating device transversely to the undercarriage 150, z. B. by inserting intermediate elements, the strap carrier 218 can be attached in a position corresponding to the pairs of straps 204, 206 or 208, 210 on the vibrating device.
  • the embodiment of the holding device 152 described with reference to FIGS. 5 and 6 has the advantage that there are no components protruding beyond the upper edge of the undercarriage 150.
  • the freedom of movement or rotation of an uppercarriage arranged on the undercarriage is not restricted, and the superstructure can e.g. B. can be pivoted through 180 ° to the rear so that work can also be carried out in the area behind the excavator with the excavator.
  • the bearing points of the vibrating device carrier on the undercarriage are shifted as far out as possible, i.e.
  • FIG. 7 shows a plan view of a front section of a right crawler track chassis 240, an upper part of the crawler belt 242 being partially broken away.
  • the crawler track chassis 240 runs on a chassis frame 244 which is firmly connected to the undercarriage of the excavator.
  • a reinforcing plate 248 On an outer side surface 246 of the chassis frame 244, a reinforcing plate 248 z. B. firmly attached by welding.
  • a mounting plate 252 is removably fixed by a plurality of bolts 250.
  • an upper swivel arm 254 and a lower swivel arm 256 are each pivotably mounted in the region of their first ends 258, 260 around a horizontal axis which extends essentially transversely to the undercarriage.
  • a mounting base 262 for the upper swivel arm and a mounting base 264 for the lower swivel arm are fixedly attached to the mounting plate 252.
  • a bolt 278 for the lower swivel arm and a bolt 280 for the upper swivel arm each penetrate openings in the mounting plates 274 and 276 and the lower swivel arm 256 and the upper swivel arm 254, respectively, and thus provide a swivel connection between the swivel arms 254, 256 and the vibrating device (not shown as a whole).
  • connection of the connecting plate 272 to the carrier part 270 is in each case formed by angle elements 282 fixed on the carrier part 270.
  • Screw bolts 284 penetrate openings in the angle elements 282 and the connecting plate 272 and thus fix the carrier part 270 to the connecting plate 272.
  • a cylinder unit 286 On the mounting plate 252 is also a cylinder unit 286 via a cylinder carrier 288 with one of its parts, for. B. the cylinder part, pivotally mounted. With another part, e.g. B. a piston rod part 290, the cylinder unit 286 is pivotally connected to the lower pivot arm 256.
  • the upper swivel arm 254 is laterally spaced further from the mounting plate 252 and thus from the undercarriage frame 244 than the lower swivel arm 256. Therefore there is between the upper swivel arm 254 and the mounting plate 252 sufficient space for arranging the cylinder unit 286 is provided.
  • the cylinder unit 286 is e.g. B. a hydraulic cylinder unit for raising and lowering the parallelogram guide provided by the swivel arms 254,256 and the connecting plate 272 for the vibrating device. It is advantageous if, as shown in FIGS. 7 and 8, the cylinder unit 286 acts on the lower swivel arm 256 in the region of a central section 257. This ensures, on the one hand, that the lever effect provided for lifting the vibrating device by the lower swivel arm 256 does not exceed the force exerted by the cylinder unit 286 under load by the vibrating device, and, on the other hand, the lifting path provided by the cylinder unit 286 through the total length of the lower swivel arm 256 accordingly is enlarged.
  • the cylinder unit 286 can have a correspondingly short overall length, so that it does not protrude too far above the crawler chassis 240 and does not restrict the pivoting movement of an uppercarriage mounted on the undercarriage.
  • the bolts 278 and 280 are loosened on the upper and lower swivel arms provided on both sides of the undercarriage, so that the connection of the upper and lower swivel arms 254, 256 respectively to the connecting plate 272 and thus the vibrator is released. It is thus ensured that no components projecting laterally beyond the upper swivel arm, e.g. B. the vibrator, are connected to the excavator, so that the overall width of the excavator allows transport on public roads.
  • the upper swivel arm 254 can be adjusted in length in one of its end regions by screw elements known per se, so that when the vibrator is mounted on the excavator, the Angular position of the vibrator is adjustable relative to the excavator.
  • the structure of the vibrating device corresponds essentially to that with reference to the vibrating device described in FIGS. 1-4.
  • the combination of an excavator with a vibrating device according to the invention creates an inexpensive possibility for the production of base layers. Since there are always excavators on roads or track construction sites, which are used to work on the subsurface and for a variety of other tasks, these excavators can also be used to attach the base layers by attaching a vibrating unit. There is therefore no need to provide any additional construction equipment, which then has to be transported to the construction site for the production of the base layers and which has to be removed from the construction site after the work process has ended. The total costs for producing such a base course or the total construction costs and the maintenance costs of the construction equipment fleet are thus considerably reduced.
  • the excavator used in the combination according to the invention is suitable for exerting a very high pressure on the surface to be worked via the vibrating device, so that uniform and highly compacted base layers can be produced with the combination according to the invention.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Paleontology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Soil Sciences (AREA)
  • Agronomy & Crop Science (AREA)
  • Road Paving Machines (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Earth Drilling (AREA)
EP94119853A 1994-01-18 1994-12-15 Combinaison d'une excavatrice avec un dispositif vibreur Expired - Lifetime EP0663478B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE9400760U DE9400760U1 (de) 1994-01-18 1994-01-18 Kombination eines Baggers mit einer Rütteleinrichtung
DE9400760U 1994-01-18

Publications (2)

Publication Number Publication Date
EP0663478A1 true EP0663478A1 (fr) 1995-07-19
EP0663478B1 EP0663478B1 (fr) 1999-04-28

Family

ID=6903342

Family Applications (1)

Application Number Title Priority Date Filing Date
EP94119853A Expired - Lifetime EP0663478B1 (fr) 1994-01-18 1994-12-15 Combinaison d'une excavatrice avec un dispositif vibreur

Country Status (3)

Country Link
EP (1) EP0663478B1 (fr)
DE (2) DE9400760U1 (fr)
HK (1) HK1009706A1 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102010001838A1 (de) 2010-02-11 2011-08-11 Ellinger, Ludwig, 94116 Bagger/Arbeits-Gerät mit entfernbarem Zusatz-Arbeitsgerät
US10815645B2 (en) 2018-10-19 2020-10-27 Deere & Company Motor grader protection of wire harnesses
CN112854179A (zh) * 2020-12-31 2021-05-28 安徽东冶地质勘查技术有限公司 一种公路软基的施工方法
CN114582194A (zh) * 2022-03-18 2022-06-03 中国人民解放军陆军装甲兵学院 一种改进型的电液***训练平台

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29500811U1 (de) * 1995-01-19 1995-03-02 Humme, Thomas, 52385 Nideggen Erdverdichter
DE10105480A1 (de) * 2001-02-07 2002-08-08 Franz Schauer Erdreich- und/oder Schüttgutverdichtungsvorrichtung
CN102425150B (zh) * 2011-08-24 2014-10-08 徐工集团工程机械股份有限公司 一种强夯机平衡吊钩及具有该吊钩的平衡吊钩机构
CN113174923B (zh) * 2021-04-01 2023-03-14 机械工业第九设计研究院股份有限公司 一种土木工程施工的地基夯实装置及其使用方法

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2064180A1 (de) * 1970-12-29 1972-07-13 Sogl, Rupert, 6831 Plankstadt Hydraulisch betätigbarer Allzweckbagger
GB2000326A (en) * 1977-06-23 1979-01-04 Poclain Sa Device for automatic stoppage of a hydraulic motor
DE2800031A1 (de) * 1978-01-02 1979-07-12 Gmeinder & Co Gmbh Raupenfahrzeug
US4264286A (en) * 1977-12-27 1981-04-28 Geosource, Inc. Multiple fluid pump
EP0335339A1 (fr) * 1988-03-30 1989-10-04 Heilit & Woerner Bau-AG Finisseuse de couche de base
EP0494070A2 (fr) * 1990-12-31 1992-07-08 TEIJIN SEIKI CO. Ltd. Circuit hydraulique de propulsion d'un véhicule à chenilles

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2064180A1 (de) * 1970-12-29 1972-07-13 Sogl, Rupert, 6831 Plankstadt Hydraulisch betätigbarer Allzweckbagger
GB2000326A (en) * 1977-06-23 1979-01-04 Poclain Sa Device for automatic stoppage of a hydraulic motor
US4264286A (en) * 1977-12-27 1981-04-28 Geosource, Inc. Multiple fluid pump
DE2800031A1 (de) * 1978-01-02 1979-07-12 Gmeinder & Co Gmbh Raupenfahrzeug
EP0335339A1 (fr) * 1988-03-30 1989-10-04 Heilit & Woerner Bau-AG Finisseuse de couche de base
EP0494070A2 (fr) * 1990-12-31 1992-07-08 TEIJIN SEIKI CO. Ltd. Circuit hydraulique de propulsion d'un véhicule à chenilles

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102010001838A1 (de) 2010-02-11 2011-08-11 Ellinger, Ludwig, 94116 Bagger/Arbeits-Gerät mit entfernbarem Zusatz-Arbeitsgerät
WO2011098158A1 (fr) 2010-02-11 2011-08-18 Ludwig Ellinger Excavatrice/engin de travail avec engin de travail supplémentaire amovible
US10815645B2 (en) 2018-10-19 2020-10-27 Deere & Company Motor grader protection of wire harnesses
CN112854179A (zh) * 2020-12-31 2021-05-28 安徽东冶地质勘查技术有限公司 一种公路软基的施工方法
CN114582194A (zh) * 2022-03-18 2022-06-03 中国人民解放军陆军装甲兵学院 一种改进型的电液***训练平台

Also Published As

Publication number Publication date
DE59408175D1 (de) 1999-06-02
HK1009706A1 (en) 1999-06-04
EP0663478B1 (fr) 1999-04-28
DE9400760U1 (de) 1994-03-31

Similar Documents

Publication Publication Date Title
DE2651304A1 (de) Konvertierbare fahrbare baumaschine
DE3048291A1 (de) "bagger"
DE112010004297T5 (de) Motor-Grader mit variablem Radstand
DE10155507B4 (de) Fertiger zum bodenseitigen Einbau von Schichten für Straßen od. dgl.
EP1205097B1 (fr) Unité autonivelleuse de timon et bout en chape
DE2739452A1 (de) Graben-auskleidungswerkzeug
DE2015792C2 (de) Als Ackerschlepper einzusetzendes landwirtschaftliches Fahrzeug
DE2127434A1 (de) Fahrbarer Löffelbagger
EP1645690B1 (fr) Dispositif pour la rénovation et la construction de surfaces porteuses
EP0663478B1 (fr) Combinaison d'une excavatrice avec un dispositif vibreur
EP1245740A1 (fr) Véhicule de chantier avec un outil de travail
DE2035066B2 (de) An ein Zugfahrzeug kuppelbares Planiergerät für den Bau oder Unterhalt von wassergebundenen Straßen
DE4202298C2 (de) Fahrgestell für Nutzfahrzeug
DE2450807A1 (de) Loeffelbagger
EP0678443A1 (fr) Train de roulement, notamment pour machines de travail mobiles et véhicules
DE2950500A1 (en) Polyvalent machine for earthwork and maintenance
DE2415107C3 (de) Lenkbares Selbstfahr-Ladegerat
WO2022122549A1 (fr) Organe de roulement comprenant un entraînement à chenilles ou un entraînement à roues pour des véhicules, des machines et des dispositifs
DE3627719C1 (de) Bagger,insbesondere selbstfahrender hydraulischer Universal-Kleinbagger
EP0901541B1 (fr) Dispositif de compaction
EP0955230B1 (fr) Véhicule utilitaire avec plate-forme de conduite basculante et mécanisme de basculement
EP0060387A2 (fr) Dispositif de lavage, notamment pour panneaux d'autoroutes
EP1209118A1 (fr) Chassis et mécanisme de roulement pour engin de travail
DE3914423C2 (de) Zubehör für Anbaugeräte
DE2103278A1 (de) Schlepper mit schwenkbarem Fahrersitz

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): DE FR GB IT

17P Request for examination filed

Effective date: 19950719

17Q First examination report despatched

Effective date: 19970311

GRAG Despatch of communication of intention to grant

Free format text: ORIGINAL CODE: EPIDOS AGRA

GRAG Despatch of communication of intention to grant

Free format text: ORIGINAL CODE: EPIDOS AGRA

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): DE FR GB IT

ITF It: translation for a ep patent filed

Owner name: JACOBACCI & PERANI S.P.A.

GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)

Effective date: 19990428

REF Corresponds to:

Ref document number: 59408175

Country of ref document: DE

Date of ref document: 19990602

ET Fr: translation filed
PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

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

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed
REG Reference to a national code

Ref country code: GB

Ref legal event code: IF02

REG Reference to a national code

Ref country code: FR

Ref legal event code: TP

Ref country code: FR

Ref legal event code: CJ

Ref country code: FR

Ref legal event code: CD

REG Reference to a national code

Ref country code: FR

Ref legal event code: RM

REG Reference to a national code

Ref country code: FR

Ref legal event code: CD

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 20131217

Year of fee payment: 20

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IT

Payment date: 20131217

Year of fee payment: 20

Ref country code: FR

Payment date: 20131213

Year of fee payment: 20

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20131217

Year of fee payment: 20

REG Reference to a national code

Ref country code: DE

Ref legal event code: R071

Ref document number: 59408175

Country of ref document: DE

REG Reference to a national code

Ref country code: GB

Ref legal event code: PE20

Expiry date: 20141214

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION

Effective date: 20141214