EP2002062A1 - Tarière destinée à être utilisée avec un ensemble d'excavation - Google Patents

Tarière destinée à être utilisée avec un ensemble d'excavation

Info

Publication number
EP2002062A1
EP2002062A1 EP07754235A EP07754235A EP2002062A1 EP 2002062 A1 EP2002062 A1 EP 2002062A1 EP 07754235 A EP07754235 A EP 07754235A EP 07754235 A EP07754235 A EP 07754235A EP 2002062 A1 EP2002062 A1 EP 2002062A1
Authority
EP
European Patent Office
Prior art keywords
auger
trenching
assembly
trenching assembly
digging chain
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Withdrawn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
EP07754235A
Other languages
German (de)
English (en)
Other versions
EP2002062A4 (fr
Inventor
Jacob A. Hamburger
Cody L. Sewell
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.)
Charles Machine Works Inc
Original Assignee
Charles Machine Works Inc
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 Charles Machine Works Inc filed Critical Charles Machine Works Inc
Publication of EP2002062A1 publication Critical patent/EP2002062A1/fr
Publication of EP2002062A4 publication Critical patent/EP2002062A4/fr
Withdrawn legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/08Dredgers; Soil-shifting machines mechanically-driven with digging elements on an endless chain
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/06Dredgers; Soil-shifting machines mechanically-driven with digging screws
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/08Dredgers; Soil-shifting machines mechanically-driven with digging elements on an endless chain
    • E02F3/083Dredgers; Soil-shifting machines mechanically-driven with digging elements on an endless chain including a screw-type conveyor for transporting the excavated material
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F5/00Dredgers or soil-shifting machines for special purposes
    • E02F5/02Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • E02F5/06Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with digging elements mounted on an endless chain
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F5/00Dredgers or soil-shifting machines for special purposes
    • E02F5/02Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • E02F5/12Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with equipment for back-filling trenches or ditches
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F5/00Dredgers or soil-shifting machines for special purposes
    • E02F5/22Dredgers or soil-shifting machines for special purposes for making embankments; for back-filling
    • E02F5/223Dredgers or soil-shifting machines for special purposes for making embankments; for back-filling for back-filling

Definitions

  • the present invention relates to the field of work machines, and particularly to a work machine having a trencher and auger attachment.
  • the present invention is directed to a trenching assembly.
  • the trenching assembly comprises a frame, a trenching boom, a digging chain, and an auger.
  • the trenching boom is pivotally connected to the frame.
  • the digging chain is rotatably connected to the trenching boom, and is characterized by a digging speed.
  • the auger is rotatably supported on the frame, and is characterized by a rotation speed. The rotation speed of the auger may be varied dynamically and without affecting the digging speed of the digging chain.
  • the trenching assembly comprises a trencher blade and an auger.
  • the trencher blade comprises a digging chain.
  • the digging chain is rotatably driven about a trenching boom.
  • the auger is rotationally driven such that a rotation rate of the auger is independent of the rotation of the digging chain.
  • Figure 1 is a side view of a work machine having a trenching apparatus built in accordance with the present invention.
  • Figure 2 is side view of an alternative work machine configuration having a trenching apparatus built in accordance with the present invention.
  • Figure 3 is a side cut-away of the trenching apparatus of Figure 1.
  • Figure 4 is a bottom cut-away of the trenching apparatus of
  • Figure 5 is a front cut-away of a trenching apparatus with a trenching blade in a raised position.
  • the trenching machine 10 comprises a power unit 12 and a trenching assembly 14. As shown, the trenching assembly 14 is attached to the power unit 12 at an articulation plate 16. In a preferred embodiment, the articulation plate 16 pivots about a vertical axis giving the trenching machine 10 greater range of motion.
  • the trenching assembly 14 comprises at least one ground supporting member 18.
  • the power unit 12 comprises an engine 20 and at least one ground engaging drive member 22.
  • the at least one ground engaging drive member 22 is powered by the engine 20 and adapted for translational motion.
  • the engine 20 provides power to various components and motors of the power unit 12 and the trenching assembly 14.
  • the power unit 12 preferably comprises a platform 24 and a plurality of controls 26, allowing an operator to control the mobility of the machine 10 and to operate the trenching assembly 14.
  • the trenching assembly 14 comprises a frame 28, a trenching blade 30, and an auger assembly 32.
  • the frame 28 comprises a connection assembly 34 and the at least one ground supporting member 18.
  • the connection assembly 34 is adapted for connection to the power unit 12 at the articulation plate 16.
  • connection assembly 34 and thus the trenching assembly 14, may be connected to a tool carrier.
  • the connection assembly 34 is adapted to pivotally connect the trenching assembly 14 to the power unit 12 for steering of the machine 10 at the articulation joint 16.
  • the connection assembly 34 is adapted to pivotally connect the trenching assembly 14 to the power unit 12 as disclosed in U.S. Patent Application No. 11/610,428, the contents of which are incorporated by reference herein.
  • the trenching assembly 14 having an auger assembly 32 may be integral with a rigid frame trenching machine 10 of either a conventional walk-along or ride- on configuration.
  • the ground supporting member 18 of the trenching assembly 14 and the ground engaging drive members 22 on the power unit 20 comprise one or more wheels.
  • the ground supporting member 18 and ground engaging drive members 22 may alternatively comprise tracks or a combination of tracks and wheels.
  • the ground supporting member 18 of the trenching assembly 14 may be powered or unpowered.
  • Trenching blade 30 of the assembly 14 comprises a trenching boom 35, a digging chain 36, and a plurality of cutting teeth 38.
  • the trenching boom 35 is pivotally connected to the frame 28 and pivots about a headshaft pivot point 40.
  • the digging chain 36 extends around a periphery of the trenching boom 35.
  • the digging chain 36 is adapted to rotate around the trenching boom 35, and is powered by a trenching hydraulic motor 44 (shown in Fig. 4).
  • the speed of the digging chain 36 is capable of being dynamically varied by operation of the trencher motor 44.
  • the plurality of cutting teeth 38 is mounted on the digging chain 36.
  • the trenching boom 35 is generally moveable between a plurality of positions about the pivot point 40 by a hydraulic cylinder or similar lifting assembly.
  • the trenching blade 30 may be in a raised position, in which the cutting teeth 38 do not contact the ground.
  • the trenching blade 30 may alternatively be in a lowered position, in which the cutting teeth engage the ground. In the lowered position, the cutting teeth 38 engage and loosen ground material and move the displaced ground material, or spoils, to the surface, creating a trench as the machine traverses from right to left as shown in Figures 1 and 3.
  • a digging speed of the digging chain 36 may be controlled by the operator to affect a rate at which the trench is created.
  • the trencher boom 35 and trencher motor 44 are controlled by an operator with one or more of the controls 26.
  • at least one spoils drag 45 is adjustably attached to the trenching boom 35.
  • the at least one spoils drag 45 slides loosened ground material, or spoil, away from the trench thus reducing the amount of spoils reentering the trench.
  • a plurality of spoils drags 45 are used and adjustably attached to each side of the trenching boom 35.
  • spoils are loosened by the digging chain 36 and moved away from the open trench. Spoils remaining by the trench are displaced away from an edge of the trench by the spoils drags 45.
  • the auger assembly 32 is provided to move spoils generated by the trencher blade 30 away from the trench.
  • the auger assembly 32 is mounted on the frame 28, directly in front of the trenching blade 30 relative to the direction of trenching.
  • the auger assembly 32 preferably comprises an auger motor 46, a hub 48, and an auger 50.
  • the auger motor 46 characterized by an output speed, drives a rotation of the auger 50.
  • the output speed of the auger motor 46, and thus the rotation speed of the auger 50 is preferably dynamically varied by operation of one or more of the controls 26.
  • the auger rotation speed can be varied independent of the rotation of the digging chain.36 without affecting the speed of the digging chain as controlled by the trencher motor 44.
  • This aspect of invention provides benefits not found in prior art, for example in varying speed based upon soil conditions.
  • the rotation speed of the auger 50 can be increased, increasing the ability of the auger assembly to move spoils away from the trench.
  • the hub 48 houses bearings and seals and is secured to the frame 28.
  • the auger 50 comprises a threaded length 52.
  • the auger 50 is attached to the hub 48, and rotated by operation of the auger motor 46.
  • the auger assembly 32 is cantilever mounted and level to the ground. More preferably, the auger 50 is placed proximate the digging chain 36 and low to the ground.
  • the auger 50 is attached to the frame 28 at a point between the rear ground drive members 22 and the pivot point 40 of the trenching boom 35. In the embodiment shown in Figure 1, the auger 50 is attached to the frame 28 at a point between the articulation plate 16 and the pivot point 40 of the trenching boom 35.
  • the auger 50 is preferably of a smaller diameter than the traditional trencher auger. A shorter flighting pitch of the smaller auger 50 and increased rotation speed breaks the spoils into finer pieces, allowing the spoils to be conveyed to a side of the work machine 10, resulting in a cleaner trench. Further, this feature makes it easier to return the spoils to the trench.
  • the auger 50 may also be rotated at a higher rate of speed than the digging chain 36, permitting a smaller diameter auger 50. A smaller diameter auger 50 allows for a more compact configuration and increased versatility of placement.
  • the digging chain 36 defines a projected discharge width 54.
  • the flighting, or threaded length 52 of the auger 50 is in front of and traverses across the discharge width 54 of the digging chain 36.
  • This configuration allows spoils to be transferred from one side of the projected discharge width 54 to the other along the threaded length 52 more efficiently.
  • one auger assembly 32 may do the work of a two-auger system. Further, only one pile of spoils is created, reducing the work required in backfilling a trench.
  • the auger 50 may be tilted from horizontal.
  • the auger 50 is inclined relative to the ground.
  • the inclined auger 50 allows the auger flighting to be low to the ground near the digging chain 36, while providing clearance from the ground to an end 56 of the auger remote from the hub 48.
  • the auger 50 orientation may be tilted by adjustment of the hub 48.
  • the adjustment may be made by inclining the auger assembly 32 with shims.
  • the adjustment may be made with a pin-slot arrangement.
  • the adjustment of the auger assembly 32 may be made dynamically using hydraulics.
  • the vertical distance from the auger 50 to the ground may alternatively be adjusted by mounting the auger in a movable frame with incremental adjustments or dynamically with a hydraulic cylinder.
  • the diameter of the auger 50 can be selected to optimize its mounting location and height from the ground.
  • a tilted auger 50 may also be accomplished with a tapered auger.
  • the diameter of the auger or the diameter of the flighting may vary along its length. Further, the auger 50 may be both tilted and tapered.
  • the trenching assembly 14 further comprises an optionally installed backfill blade 58.
  • the backfill blade 58 is mounted to the frame 28 and is preferably located between the auger 50 and the power unit 12. Spoils can be backfilled into an exposed trench without operation of the trenching blade 30 or the auger assembly 32 by pushing the spoils with the backfill blade 58.
  • the backfill blade 58 may be used to guide spoils into the auger assembly 32, for backfilling into the trench.
  • the spoils are deposited near the auger assembly 32. The spoils are then moved from near the digging chain 36 to the end 56 of the auger 50 by rotation of the threaded length 52 of the auger.
  • a pile of spoils forms at the end 56 of the auger 50, instead of in the path of the trenching blade 30.
  • Spoils not removed by the auger assembly 32 are displaced from proximate the newly formed trench by the spoils drag 45, as described earlier.
  • the auger assembly 32 can alternatively be used as a backfill auger. In this configuration, the trencher blade 30 is raised and the trencher motor 44 is not activated. The auger 50 moves collected spoils from the spoils pile to proximate an uncovered trench.
  • the machine 10 is translated in a direction opposite a direction of the trenching operation while the auger 50 is rotated in an opposite direction than it rotates when removing spoil from proximate the trench.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Earth Drilling (AREA)

Abstract

L'invention concerne un ensemble d'excavation comportant une nouvelle disposition de tarière. Cette disposition comprend un ensemble tarière et une chaîne excavatrice reliée de manière rotative à un bras d'excavation. Mue par un moteur, la chaîne excavatrice tourne afin de dégager de la terre et de former une tranchée. La terre dégagée ou les déblais s'amoncellent à proximité d'une trajectoire prévisionnelle de la chaîne excavatrice. L'ensemble tarière fonctionne de manière à déplacer les déblais de la trajectoire prévisionnelle de la tranchée. La tarière tourne indépendamment de la chaîne excavatrice et est située de manière à ce que la largeur prévisionnelle de la chaîne excavatrice vienne entrecouper une longueur filetée de l'ensemble tarière. Cette tarière peut tourner plus rapidement que si elle était entraînée par la chaîne excavatrice, ce qui lui permet d'avoir un diamètre plus petit que les tarières classiques. En outre, cette tarière peut être utilisée en conjonction avec une lame de remblayage pour combler des tranchées nettoyées, sans que la chaîne excavatrice ne soit actionnée.
EP07754235.5A 2006-03-27 2007-03-27 Tarière destinée à être utilisée avec un ensemble d'excavation Withdrawn EP2002062A4 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US74381606P 2006-03-27 2006-03-27
PCT/US2007/007683 WO2007126890A1 (fr) 2006-03-27 2007-03-27 Tarière destinée à être utilisée avec un ensemble d'excavation

Publications (2)

Publication Number Publication Date
EP2002062A1 true EP2002062A1 (fr) 2008-12-17
EP2002062A4 EP2002062A4 (fr) 2014-09-17

Family

ID=38655833

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07754235.5A Withdrawn EP2002062A4 (fr) 2006-03-27 2007-03-27 Tarière destinée à être utilisée avec un ensemble d'excavation

Country Status (6)

Country Link
US (1) US20070220783A1 (fr)
EP (1) EP2002062A4 (fr)
CN (1) CN101421464B (fr)
AU (1) AU2007245082B2 (fr)
HK (1) HK1131417A1 (fr)
WO (1) WO2007126890A1 (fr)

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7654017B2 (en) 2008-05-09 2010-02-02 Allan Black Trenching attachment having an internal combustion engine
US20120227292A1 (en) * 2011-03-11 2012-09-13 Trebil Jesse B Trencher
NL1039817C2 (nl) * 2012-09-24 2014-03-25 Jean Heybroek B V Inrichting voor het maken van sleuven.
WO2016145490A1 (fr) * 2015-03-16 2016-09-22 Tynab Pty Ltd Dispositif de remplissage de sillons laissés par des roues et son procédé d'utilisation
CN106576509A (zh) * 2016-01-14 2017-04-26 华中农业大学 轴向螺旋倾斜式开沟器
CN106032674B (zh) * 2016-07-05 2018-08-17 长安大学 一种开挖沟槽和回填挖方的推土机
US10138617B2 (en) * 2016-08-12 2018-11-27 The Charles Machine Works, Inc. Ground-engageable attachment for a vehicle
CN108797229A (zh) * 2018-08-01 2018-11-13 赵茂勋 一种铁路混凝土层的掏挖机构
CN109653277A (zh) * 2019-02-20 2019-04-19 辽宁工程技术大学 一种掘支锚联合机组水沟挖掘装置及方法
GB2599079B (en) 2020-09-10 2024-01-10 Mastenbroek Ltd A backfill device for a trencher and a method of backfilling a trench
CN112323892B (zh) * 2020-10-29 2022-10-14 塔里木大学 一种多功能种植沟的挖沟机
CN113863408B (zh) * 2021-09-30 2023-05-12 浙江宝通机械制造有限公司 一种链式挖沟机的挖沟组件

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FR1165659A (fr) * 1957-01-18 1958-10-28 Matenin Ets Excavatrice perfectionnée pour tranchées
US3624935A (en) * 1969-09-02 1971-12-07 Saskatchewan Power Corp Trencher having an endless digger and adjustable augers
DD232325A1 (de) * 1984-07-12 1986-01-22 Stassfurt Veb Chemieanlagenbau Vorrichtung zum reinigen von sand
FR2642448A1 (fr) * 1989-02-01 1990-08-03 Blanc Roger Machine de travaux publics assurant le nettoyage et la remise au profil des dependances de routes
WO1993016330A1 (fr) * 1992-02-18 1993-08-19 Terranalysis Corporation Machine de decontamination des sols

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Publication number Priority date Publication date Assignee Title
FR1165659A (fr) * 1957-01-18 1958-10-28 Matenin Ets Excavatrice perfectionnée pour tranchées
US3624935A (en) * 1969-09-02 1971-12-07 Saskatchewan Power Corp Trencher having an endless digger and adjustable augers
DD232325A1 (de) * 1984-07-12 1986-01-22 Stassfurt Veb Chemieanlagenbau Vorrichtung zum reinigen von sand
FR2642448A1 (fr) * 1989-02-01 1990-08-03 Blanc Roger Machine de travaux publics assurant le nettoyage et la remise au profil des dependances de routes
WO1993016330A1 (fr) * 1992-02-18 1993-08-19 Terranalysis Corporation Machine de decontamination des sols

Non-Patent Citations (1)

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Title
See also references of WO2007126890A1 *

Also Published As

Publication number Publication date
CN101421464B (zh) 2012-08-15
WO2007126890B1 (fr) 2008-01-03
AU2007245082B2 (en) 2010-07-15
EP2002062A4 (fr) 2014-09-17
WO2007126890A1 (fr) 2007-11-08
US20070220783A1 (en) 2007-09-27
AU2007245082A1 (en) 2007-11-08
CN101421464A (zh) 2009-04-29
HK1131417A1 (en) 2010-01-22

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