WO2000063500A1 - Dispositif servant a poser des cables electriques souterrains - Google Patents

Dispositif servant a poser des cables electriques souterrains Download PDF

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Publication number
WO2000063500A1
WO2000063500A1 PCT/EP2000/003358 EP0003358W WO0063500A1 WO 2000063500 A1 WO2000063500 A1 WO 2000063500A1 EP 0003358 W EP0003358 W EP 0003358W WO 0063500 A1 WO0063500 A1 WO 0063500A1
Authority
WO
WIPO (PCT)
Prior art keywords
trench
cable
base layer
deposition unit
discharge opening
Prior art date
Application number
PCT/EP2000/003358
Other languages
English (en)
Inventor
Francesco Magnani
Mario Genovesi
Danilo Caslini
Original Assignee
Pirelli Cavi E Sistemi S.P.A.
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 Pirelli Cavi E Sistemi S.P.A. filed Critical Pirelli Cavi E Sistemi S.P.A.
Priority to AU39664/00A priority Critical patent/AU758527B2/en
Priority to NZ514457A priority patent/NZ514457A/en
Priority to DE60003544T priority patent/DE60003544T2/de
Priority to CA002370661A priority patent/CA2370661C/fr
Priority to EP00918879A priority patent/EP1171670B1/fr
Priority to AT00918879T priority patent/ATE243795T1/de
Priority to BR0009850-7A priority patent/BR0009850A/pt
Publication of WO2000063500A1 publication Critical patent/WO2000063500A1/fr
Priority to US09/981,799 priority patent/US6478508B1/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F5/00—Dredgers or soil-shifting machines for special purposes
    • E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • E02F5/12—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with equipment for back-filling trenches or ditches
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F5/00—Dredgers or soil-shifting machines for special purposes
    • E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • E02F5/10—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables

Definitions

  • the present invention relates to an apparatus for laying underground electric cables.
  • said apparatus is intended for laying electric cables in a trench, in particular when medium- or high-voltage cables and preferably high- voltage cables are concerned, of a value as high as, or greater than 150 kV, where arrangement of a mass of inert material of suitable thickness around the cable is particularly wished, which mass, in addition to performing a function of mechanical protection of the cable, also enables dissipation of the hear generated by the cable when passed through by current.
  • the cable On laying, the cable is incorporated into a mass of inert material, e.g. sand or poor concrete, usually carrying out a mechanical protection of the cable itself (see US Patent 4,050,261, for example, and the article by F. Donazzi, E. Occhini, A. Seppi, "Soil thermal and hydrological characteristics in designing underground cables", Proc. IEE, Vol. 126, No. 6, June 79) .
  • inert material e.g. sand or poor concrete
  • a base layer of inert material should be laid down at the bottom of a trench, previously made by an excavation operation.
  • the cable unwound from a reel is then deposited onto the base layer.
  • a covering layer of inert material is deposited so as to form, with the previously deposited base layer, a mass of inert material completely incorporating the cable.
  • laying of underground electric cables is made by an apparatus comprising: a vehicle longitudinally movable over a trench arranged to receive at least one electric cable; a first deposition unit to form a base layer of inert material at the bottom of said trench; at least one guide structure, having an inlet end portion turned towards the vehicle front, to engage at least one stretch of said cable extended over the trench, and an outlet end portion disposed at a lower position and turned to the back of the first deposition unit for laying the cable on said base layer; a second deposition unit operating at the rear of the guide structure to form a covering layer of inert material upon the base layer and the cable.
  • said apparatus further comprises at least a first compacting unit operatively interposed between the first deposition unit and the outlet end portion of said guide structure for compacting the base layer deposited at the trench bottom.
  • this compacting unit comprises a vibrating plate acting against the base layer by a lower surface thereof preferably having a substantially V-shaped cross-section outline.
  • said V-shaped outline has a rounded vertex in the form of an arc of a circle of a radius substantially corresponding to half diameter of the cable.
  • said first deposition unit comprises at least a first conveying duct connected at the upper part thereof with feed means for said inert material and at the lower part thereof with a first downwardly-turned discharge opening.
  • said first conveying duct and said first discharge opening have a width reduced by an amount of at least 10% relative to the width of said trench.
  • the first discharge opening is delimited at the rear part thereof by an outlet edge disposed at a higher level than the lower surface of said vibrating plate.
  • the vibrating plate in turn, has a lead-in portion rising from said lower surface in the direction of the outlet edge of the discharge opening, and terminating at a higher level than said outlet edge.
  • At least one presser roller elastically acting against the cable to push it towards the base layer laid at the trench bottom may be advantageously associated with the outlet end portion of the guide structure.
  • the guide structure preferably has at least one central portion laterally disposed relative to said first conveying duct.
  • the second deposition unit may advantageously comprise a second conveying duct connected at the upper part thereof with feed means for said inert material, and at the lower part thereof with a second downwardly-turned discharge opening.
  • said second conveying duct and said second discharge opening have a width reduced by an amount of at least 10% relative to the trench width.
  • adjustment means operating at an outlet edge located at the rear of the second discharge opening to adjust thickness of said covering layer.
  • the vehicle comprises a first van and a second van removably engaged in mutual alignment and carrying the first deposition unit and second deposition unit, respectively.
  • said vehicle may comprise adjustable suspension means operatively associated with respective wheels of the vehicle for modifying the height of said first and second deposition units and of said guide structure relative to the trench bottom.
  • said first and second vans are mutually in engagement by at least one fluid-operated connecting actuator.
  • - Fig. 1 is a diagrammatic side view, partly in section, of an apparatus in accordance with the present invention, during laying of an electric cable in a trench;
  • - Fig. 2 is a partially fragmentary top view of the apparatus of Fig. 1;
  • Fig. 3 is a sectional view taken along line III-III of Fig. 1.
  • Apparatus 1 essentially comprises a vehicle 2 lending itself to be longitudinally moved over a trench 3 previously digged in the ground.
  • vehicle 2 is essentially comprised of a first van 4 and a second van 5 removably linked in mutual alignment, first van 4 being disposed at the front relative to the feed direction of the vehicle itself.
  • first and second vans 4, 5 are mutual engagement between first and second vans 4, 5 .
  • the mutual engagement between first and second vans 4, 5 is obtained by at least one fluid-operated connecting actuator 6, having one end 6a hinged along a horizontal axis at the rear of first van 4 and a second end 6b carrying a hooking element to be operatively engaged in a respective housing arranged at the front of second van 5.
  • the hooking element lends itself to be moved away from or close to first van 4 in order to facilitate engagement with second van 5 and enable subsequent displacement of the two vans close to each other, even in the presence of possible misalignments between them.
  • vehicle 2 is arranged to be towed by a tractor, not shown, through a drawbar 7 linked at the front with first van 4.
  • first van 4 Associated with first van 4 is a pair of front wheels 8 mounted on a first axle 8a, whereas second van 5 is provided with two pairs of wheels, front wheels 9 and rear wheels 10 respectively, which are mounted on a second and a third axles 9a, 10a, respectively.
  • a pair of auxiliary rollers 11, associated with first van 4 at the rear thereof and adapted to be positioned in a vertical direction by means of telescopic supports 11a equipped with an adjustment handwheel lib are suitable for conveniently supporting the rear portion of the first van when the latter is disengaged from second van 5.
  • first deposition unit 12 Associated with first van 4 is a first deposition unit 12 adapted to form a base layer 13 of inert material for heat dissipation at the bottom of trench 3.
  • the employed inert material may consist for example of poor concrete which, just as an indication, will contain sand mixed with cement in a percentage included between 5 and 10% by weight and water in a percentage included between 8 and 10% by weight.
  • first deposition unit 12 essentially comprises at least a first conveying duct 14 vertically extending towards the bottom of trench 3 and connected, at the upper part thereof, with feed means for the inert material, e.g. consisting of a first loading hoop 15.
  • the lower portion of first conveying duct 14 terminates with a first downwardly- facing discharge opening 16, close to the bottom of trench 3.
  • first conveying duct 14 is delimited by perimetric walls substantially defining a bearing framework or chassis 4a for first van 4, to which first axle 8a is applied, as well as the other components associated with the first van.
  • First conveying duct 14 and first discharge opening 16 are also advantageously provided to have a width reduced by an amount of at least 10%, and preferably included between 15 and 25%, relative to the nominal width of the trench.
  • First discharge opening 16 is delimited at the back by an outlet edge 16a preferably disposed at a raised position relative to the remaining perimetric extension of the outlet opening itself, at a given distance from the bottom of trench 3, just as an indication included between 250 mm and 400 mm. Consequently, following to the forward movement of vehicle 2 along trench 3, the inert material flowing into first discharge opening 16 through first conveying duct 14 is laid down on the trench bottom to form a base layer 13 of a starting thickness corresponding to the distance of outlet edge 16a from the trench bottom.
  • apparatus 1 further comprises at least one compacting unit 17, operating immediately downstream of first deposition unit 12, with reference to the feed direction of vehicle 2 along trench 3, in order to compact base layer 13 previously deposited on the trench bottom.
  • compacting unit 17 comprises at least one vibrating plate 18, oscillatably linked to first van 4, e.g. by elastic supports, and driven by a motor 19 provided with an eccentric device to impart a vibratory motion to the plate itself.
  • Vibrating plate 18 acts against base layer 13 by a lower surface 18a thereof preferably having a shaped cross-section outline, adapted to interact with a predetermined portion of the cable surface.
  • said outline is substantially V-shaped, as clearly shown in Fig. 3, according to a summit angle " ⁇ " advantageously included between 100° and 160°, and preferably of 130°.
  • the vertex of the V-shaped outline of lower surface 18a of vibrating plate 18 is preferably provided to be radiused according to an arc of a circle of a radius substantially corresponding to half the diameter of electric cable 21 to be laid in trench 3.
  • outlet edge 16a of the first discharge opening is disposed at a raised level relative to lower surface 18a of vibrating plate 18.
  • Vibrating plate 18 has a lead-in portion 18b rising from lower surface 18a in the direction of outlet edge 16a, and terminating at a higher level than said edge.
  • base layer 13 Due to the action of e vibrating plate 18, the inert material forming base layer 13, initially laid down with a width corresponding to that of first conveying duct 14 and of first discharge opening 16, is compacted and moved towards the side walls of the trench. Consequently, when the passage of vibrating plate 18 has been completed, base layer 13 takes up the whole width of trench 3, and even compensates for possible unevennesses inevitably produced during excavation, and has an upper surface 13a with a substantially V-shaped cross-section outline. The minimum detectable thickness on base layer 13 after passage of vibrating plate 18 is included, just as an indication, between 80 and 120 mm.
  • apparatus 12 comprises at least one guide structure 20, having an inlet end portion 20a turned to the front of vehicle 2, an outlet end portion 20b disposed below and turned to the back of first deposition unit 12, and an intermediate portion 20c extending between the inlet and outlet end portions 20a and 20b.
  • Inlet end portion 20a comprises at least one front trestle 23 removably fastened to first van 4, e.g with the aid of extractable pegs or equivalent removable connecting means. More particularly, front trestle 23, having an upper portion susceptible of being opened, is externally in engagement with first conveying duct 14, close to the upper end of said duct, and has a substantially funnel-shaped lead-in portion 23a supported in cantilevered fashion at the front of first van 4 to longitudinally engage an electric cable 21 at the inside thereof, in particular a high-voltage electric cable of the fluid-oil-cooled type.
  • Cable 21 comes for example from a reel placed before vehicle 2.
  • cable 21 can be previously laid down on the ground along one side of trench 3.
  • cable 21, when engaged through the guide structure, has at least one section thereof substantially longitudinally outstretched over trench 3, before vehicle 2.
  • Inlet end portion 20a further comprises a plurality of front rollers or equivalent sliding members 22, at least partly rotatably supported by front trestle 23 and such distributed that they cause cable 21 to be obliquely deviated downwardly, along a curvilinear path of travel of a sufficiently wide radius of curvature, at all events not lower than the admissible minimum radius for the cable itself.
  • the admissible minimum radius of curvature is 1.75 metres.
  • central portion 20c of a substantially rectilinear extension that for the above cable has a length substantially equal to 2 metres, being obliquely oriented downwardly away from the inlet end portion itself.
  • this central portion 20c is defined, at a laterally outer position relative to first conveying duct 14, by an inclined sliding surface 24 formed in the side walls delimiting the conveying duct itself.
  • Rear end portion 20b comprises a plurality of externally-disposed rear sliding rollers or equivalent sliding members 25, located downstream of first conveying duct 14, to horizontally deviate cable 21 on the longitudinal centre line of trench 3 and close to the trench bottom, following a curvilinear path of travel of a radius of curvature not lower than the admitted minimum radius of curvature for the cable itself .
  • At least part of rear sliding rollers 25, and more specifically at least those rollers arranged to act above cable 21, are rotatably supported by a rear trestle 26 removably engaged, e.g. by extractable pegs or equivalent removable connection means, between two rear side walls 27 parallelly spaced apart and rearwardly projecting relative to first conveying duct 14.
  • Remaining sliding rollers 25, that are not supported by rear trestle 26, are rotatably in engagement directly with side walls 27 and/or between auxiliary side walls 28 provided at the front of second van 5 in the extension of rear side walls 27.
  • presser roller 29 elastically acting against cable 21 to push it towards base layer 13 laid down at the bottom of trench 3.
  • presser roller 29 is rotatably supported between two runners (not shown in the figure) vertically sliding along guides integral with auxiliary side walls 28 and elastically loaded by at least one spring 29a pushing the presser roller downwardly.
  • Second van 5 carries a second deposition unit 30 operating at the rear of guide structure 20 to form at least one covering layer 31 of inert material of appropriate thickness, just as an indication included between 500 and 800 mm, on top of base layer 13 and cable 21.
  • second deposition unit 30 essentially comprises a second conveying duct 32 substantially extending in a vertical direction towards the bottom of trench 3 and delimited by perimetric walls substantially defining bearing structure 5a of second van 5, with which second and third axles 9a, 10a are engaged, as well as all other members associated with the second van.
  • Second conveying duct 32 terminates at the upper part thereof with a second loading hopper 33 or equivalent feed means for the inert material intended to form covering layer 31.
  • second conveying duct 32 terminates with a second downwardly-turned discharge opening 34.
  • second conveying duct 32 and second discharge opening 34 have a maximum width which is reduced by an amount of at least 10%, and preferably included between 15 and 25%, relative to the nominal width of trench 3.
  • Second discharge opening 34 is delimited at the back by an outlet edge 34a defining the maximum deposition thickness of covering layer 31.
  • adjustment means 35 operates at said outlet edge 34a in order to adjust covering layer 31 thickness between a minimum value and said maximum value defined by the outlet edge itself.
  • Said adjustment means 35 preferably comprises at least one partition 36 hinged along outlet edge 34a of second discharge opening 34 and adjustable as regards orientation by means of a driving handwheel 37a acting on an adjusting screw 37.
  • Partition 36 has an end edge 36a to be positioned relative to outlet edge 34a, depending on the orientation taken by the partition itself and acting like a doctor blade on covering layer 31 to level it to the desired height, simultaneously causing a side displacement of said layer so as to fill trench 3 according to the whole width of same.
  • apparatus 1 comprises adjustable suspension means 38 operatively associated with front wheels 8, 9 of first and second vans 4, 5 as well as with rear wheels 10 of second van 5, to modify the height of first and second deposition units 12, 30, as well as of guide structure 20 and of compacting unit 17, relative to trench 3 bottom.
  • this suspension means 38 essentially comprises a first fluid-operated levelling actuator 39 operating between bearing structure 4a of first van 4 and first axle 8a of front wheels 8, a second fluid-operated levelling actuator 40 operating between bearing structure 5a of second van 5 and axle 9a of front wheels 9 of the second van itself, as well as a third fluid-operated levelling actuator 41 operating between bearing structure 5a of second van 5 and axle 10a of rear wheels 10.
  • First, second and third levelling actuators 39, 40 and 41, as well as actuator 6 for connection between first and second vans 4, 5 are hydraulically driven by a distribution and control box 43 fed with fluid under pressure supplied from a feed unit that can be installed on a tractor for towing vehicle 2, for example.
  • first levelling actuator 39 As vehicle 2 is towed along trench 3, the inert material coming from first loading hopper 15 along first conveying duct 14 is deposited to the bottom of trench 3 and compacted by vibrating plate 18, so as to form base layer 13 with substantially V-shaped upper surface 13a.
  • the height of base layer 13 can be easily adjusted by first levelling actuator 39.
  • electric cable 21 runs over guide structure 20 and is then guided towards trench 3 bottom to be deposited therein, close to the longitudinal centre line of same, at the bottom of the V-shaped outline exhibited by upper surface 13a of base layer 13.
  • Passage of second deposition unit 30 over base layer 13 and cable 21 causes formation of covering layer 31 of a thickness adjusted by adjustable partition 36.
  • a second compacting unit operating on the covering layer 31 may be associated with apparatus 1 immediately downstream of second deposition unit 30, in the same manner as described with reference to compacting unit 17.
  • said apparatus enables laying of underground electric cables, in particular for high-voltage lines, to be carried out in an automated manner and with an important saving of time and manpower costs.
  • the automated laying carried out by said apparatus ensures constancy in the thickness and compacting degree of the mass of inert material placed around the cable.
  • compacting unit 17 causes an advantageous side displacement of inert material that will occupy the whole trench width, in spite of the reduced width of conveying duct 14 and discharge opening 16.
  • second van 5 can be unhooked and moved away from first van 4, to enable free access to cable 21 along guide structure 20.
  • Front trestle 23 can be opened by lifting its upper portion, and rear trestle 26 can be removed to free the cable from guide structure 20, after optionally moving van 4 forward, to enable engagement of the cable stretch coming out of the trench with an appropriate support structure resting on the ground.
  • said apparatus ensures cable laying in a complete absence of too many stresses and/or deformations of the cable itself. This aspect is of particular importance above all when high-voltage electric cables of the fluid-oil type are concerned, which cables are to be handled with particular care.
  • base layer 13b with an upper surface 13a having a V-shaped outline ensures an advantageous holding of cable 21 at a centred position in trench 3 and enables accomplishment of a complete and even covering of the cable with the inert material forming the base and covering layers. Achievement of the above result, furthermore facilitated by the fact that the vertex of the V- shaped outline is radiused, would be hardly reached if the base layer should be deposited in such a manner as to exhibit a flat upper surface, because the inert material would find it difficult to fill the undercut space that would be created between the lower and upper cable portions.

Abstract

Dispositif servant à poser des câbles électriques souterrains, en particulier pour des lignes haute tension, et comprenant un véhicule (2) pouvant être remorqué le long d'une tranchée (3) et portant, sur une première palette (4), un premier ensemble de dépôt (12) conçu pour créer une couche de base (13) en matériau inerte afin de dissiper la chaleur au fond de la tranchée. Une structure de guidage (20) est montée sur la première palette (4) et s'accouple au câble (21) afin de le poser sur la couche de base (13) tassée auparavant au moyen d'une compacteuse (18). Une deuxième palette (5) porte un deuxième ensemble de dépôt (30) afin de créer une couche de couverture (31) en matériau inerte sur la couche de base (13) et sur le câble (21) préalablement posés.
PCT/EP2000/003358 1999-04-19 2000-04-14 Dispositif servant a poser des cables electriques souterrains WO2000063500A1 (fr)

Priority Applications (8)

Application Number Priority Date Filing Date Title
AU39664/00A AU758527B2 (en) 1999-04-19 2000-04-14 An apparatus for laying underground electric cables
NZ514457A NZ514457A (en) 1999-04-19 2000-04-14 An apparatus for laying underground electric cables
DE60003544T DE60003544T2 (de) 1999-04-19 2000-04-14 Vorrichtung zum unterirdischen verlegen von elektrischen kabeln
CA002370661A CA2370661C (fr) 1999-04-19 2000-04-14 Dispositif servant a poser des cables electriques souterrains
EP00918879A EP1171670B1 (fr) 1999-04-19 2000-04-14 Dispositif servant a poser des cables electriques souterrains
AT00918879T ATE243795T1 (de) 1999-04-19 2000-04-14 Vorrichtung zum unterirdischen verlegen von elektrischen kabeln
BR0009850-7A BR0009850A (pt) 1999-04-19 2000-04-14 Aparelho para assentar cabos elétricos subterrâneos
US09/981,799 US6478508B1 (en) 1999-04-19 2001-10-19 Apparatus for laying underground electric cables

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
EP99830226 1999-04-19
EP99830226.9 1999-04-19
US13564999P 1999-05-24 1999-05-24
US60/135,649 1999-05-24

Related Child Applications (1)

Application Number Title Priority Date Filing Date
US09/981,799 Continuation US6478508B1 (en) 1999-04-19 2001-10-19 Apparatus for laying underground electric cables

Publications (1)

Publication Number Publication Date
WO2000063500A1 true WO2000063500A1 (fr) 2000-10-26

Family

ID=8243359

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/EP2000/003358 WO2000063500A1 (fr) 1999-04-19 2000-04-14 Dispositif servant a poser des cables electriques souterrains

Country Status (9)

Country Link
EP (1) EP1171670B1 (fr)
AT (1) ATE243795T1 (fr)
AU (1) AU758527B2 (fr)
BR (1) BR0009850A (fr)
CA (1) CA2370661C (fr)
DE (1) DE60003544T2 (fr)
ES (1) ES2200855T3 (fr)
NZ (1) NZ514457A (fr)
WO (1) WO2000063500A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10358791B2 (en) 2010-01-26 2019-07-23 Husqvarna Ab Laying machine
CN110593339A (zh) * 2019-09-11 2019-12-20 贵阳学院 一种线缆管道铺设的专用开沟填埋一体化装置

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB410900A (en) * 1932-12-23 1934-05-31 County Of London Electric Supp Improvements in or relating to apparatus for laying underground cables
US2738745A (en) * 1951-01-29 1956-03-20 Bolsa Tile Co Apparatus for laying tile
US3203188A (en) * 1961-10-23 1965-08-31 Jetco Inc Method and apparatus for preparing a trench for a subsurface conduit line and for laying such a line
US3831388A (en) * 1968-05-09 1974-08-27 Terteling J & Sons Inc Method for laying pipe
US4714381A (en) * 1985-05-02 1987-12-22 G. Brent Hatch Machine for laying conduit and methods for use thereof
EP0251876A1 (fr) * 1986-06-26 1988-01-07 ETS. RIVARD S.A. Société dite: Ensemble mécanisé pour le creusage d'une tranchée et la pose d'objets allongés
EP0585188A1 (fr) * 1992-08-25 1994-03-02 ENTREPRISE D'ELECTRICITE ET D'EQUIPEMENT (Société en nom collectif) Dispositif de pose mécanisée de canalisations souterraines
FR2697550A1 (fr) * 1992-11-02 1994-05-06 Yn Machine pour drainer un terrain gazonné ou stabilisé.
US5573347A (en) * 1994-05-31 1996-11-12 Miles; Robert K. Drain preparation apparatus and method of using same

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB410900A (en) * 1932-12-23 1934-05-31 County Of London Electric Supp Improvements in or relating to apparatus for laying underground cables
US2738745A (en) * 1951-01-29 1956-03-20 Bolsa Tile Co Apparatus for laying tile
US3203188A (en) * 1961-10-23 1965-08-31 Jetco Inc Method and apparatus for preparing a trench for a subsurface conduit line and for laying such a line
US3831388A (en) * 1968-05-09 1974-08-27 Terteling J & Sons Inc Method for laying pipe
US4714381A (en) * 1985-05-02 1987-12-22 G. Brent Hatch Machine for laying conduit and methods for use thereof
EP0251876A1 (fr) * 1986-06-26 1988-01-07 ETS. RIVARD S.A. Société dite: Ensemble mécanisé pour le creusage d'une tranchée et la pose d'objets allongés
EP0585188A1 (fr) * 1992-08-25 1994-03-02 ENTREPRISE D'ELECTRICITE ET D'EQUIPEMENT (Société en nom collectif) Dispositif de pose mécanisée de canalisations souterraines
FR2697550A1 (fr) * 1992-11-02 1994-05-06 Yn Machine pour drainer un terrain gazonné ou stabilisé.
US5573347A (en) * 1994-05-31 1996-11-12 Miles; Robert K. Drain preparation apparatus and method of using same

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10358791B2 (en) 2010-01-26 2019-07-23 Husqvarna Ab Laying machine
US10370820B2 (en) 2010-01-26 2019-08-06 Husqvarna Ab Laying machine and a blade assembly
DE112011100063B4 (de) * 2010-01-26 2021-03-18 Husqvarna Ab Blattbaugruppe für eine verlegemaschine
US11280060B2 (en) 2010-01-26 2022-03-22 Husqvarna Ab Laying machine and a blade assembly
US11280061B2 (en) 2010-01-26 2022-03-22 Husqvarna Ab Laying machine
US11788252B2 (en) 2010-01-26 2023-10-17 Husqvarna Ab Laying machine and a blade assembly
CN110593339A (zh) * 2019-09-11 2019-12-20 贵阳学院 一种线缆管道铺设的专用开沟填埋一体化装置

Also Published As

Publication number Publication date
BR0009850A (pt) 2002-01-08
AU758527B2 (en) 2003-03-27
EP1171670B1 (fr) 2003-06-25
CA2370661A1 (fr) 2000-10-26
CA2370661C (fr) 2007-06-19
AU3966400A (en) 2000-11-02
DE60003544T2 (de) 2004-04-29
NZ514457A (en) 2002-04-26
ATE243795T1 (de) 2003-07-15
ES2200855T3 (es) 2004-03-16
EP1171670A1 (fr) 2002-01-16
DE60003544D1 (de) 2003-07-31

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