GB786012A - Improvements in and relating to a self-propelled ground-penetrating device for laying pipes, drains, cables and the like - Google Patents

Improvements in and relating to a self-propelled ground-penetrating device for laying pipes, drains, cables and the like

Info

Publication number
GB786012A
GB786012A GB4861/56A GB486156A GB786012A GB 786012 A GB786012 A GB 786012A GB 4861/56 A GB4861/56 A GB 4861/56A GB 486156 A GB486156 A GB 486156A GB 786012 A GB786012 A GB 786012A
Authority
GB
United Kingdom
Prior art keywords
rod
head
piston
wedges
advance
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.)
Expired
Application number
GB4861/56A
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.)
LES TRAVAUX SOUTERRAINS
Original Assignee
LES TRAVAUX SOUTERRAINS
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 LES TRAVAUX SOUTERRAINS filed Critical LES TRAVAUX SOUTERRAINS
Publication of GB786012A publication Critical patent/GB786012A/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B4/00Drives for drilling, used in the borehole
    • E21B4/06Down-hole impacting means, e.g. hammers
    • E21B4/14Fluid operated hammers
    • E21B4/145Fluid operated hammers of the self propelled-type, e.g. with a reverse mode to retract the device from the hole

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • Mining & Mineral Resources (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

786,012. Boring earth. TRAVAUX SOUTERRAINS. Feb. 16, 1956 [Feb. 18. 1955], No. 4861/56. Class 85 [Also in Groups XXVI and XXIX] In apparatus for laying pipes or cables underground by displacing earth under pressure by successively and independently advancing a penetrating head 7 and a body 5 slidably carrying the head, the head and body are advanced by a rod 4 reciprocated by driving means housed in the body. A pit is dug, the head is placed in a short passage formed transversly to the pit, and wedges are placed between the end 5a of the body and the wall of the pit opposite the passage, the body rod and head being in the positions shown in Fig. 13. Fluid pressure is applied to the right hand side of a piston 3 fixed to the rod to move the rod and head to the position shown in Fig. 15. Wedges are placed between the end 4a of the rod and the wall, and fluid pressure is applied to the left hand side of the piston to advance the body into the head so that the body and head are in the relative positions shown in Fig. 13. One end of a pipe section is fixed to the end 5a of the body, wedges are placed between the other end of the pipe section and the wall, and fluid pressure is again applied to the right hand side of the piston to advance the head. At the end of the advance of the head one end of a rod section is attached to the end 4a of the rod, wedges are placed between the other end of a rod section and the wall, and fluid pressure is applied to the left hand side of the piston to advance the body. The procedure of adding rod and pipe sections between reciprocations of the piston is continued until the desired length of pipe is laid. The rod 4, piston 3 and cylinder 1 may be withdrawn through the pipe after unlatching the cylinder from the body 5 by rearward movement of the rod. The pressure fluid is supplied by a passage within the rod and a pin 54 reciprocated by contact with the ends of the cylinder actuates valve-gear directing the fluid to the relevant side of the piston (see Group XXVI).
GB4861/56A 1955-02-18 1956-02-16 Improvements in and relating to a self-propelled ground-penetrating device for laying pipes, drains, cables and the like Expired GB786012A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR1122614T 1955-02-18

Publications (1)

Publication Number Publication Date
GB786012A true GB786012A (en) 1957-11-06

Family

ID=9632721

Family Applications (1)

Application Number Title Priority Date Filing Date
GB4861/56A Expired GB786012A (en) 1955-02-18 1956-02-16 Improvements in and relating to a self-propelled ground-penetrating device for laying pipes, drains, cables and the like

Country Status (2)

Country Link
FR (1) FR1122614A (en)
GB (1) GB786012A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1209974B (en) * 1953-10-01 1966-02-03 Emil Krupke Device for creating underground channels in loose soil with a hydraulically driven head
DE1483749B1 (en) * 1966-05-09 1971-05-13 Castelbajac Henri De Device for producing cased boreholes
EP0086567A1 (en) * 1982-01-22 1983-08-24 Water Research Centre Pipe replacement
EP0097470A1 (en) * 1982-06-18 1984-01-04 I.P.D. Systems Limited A device for removing irregularities in or enlarging an underground duct
WO2014014354A2 (en) 2012-07-20 2014-01-23 J.F. Karsten Beheer B.V. Method for laying a pipeline

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52105611A (en) * 1976-03-02 1977-09-05 Komatsu Mfg Co Ltd Drilling apparatus

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1209974B (en) * 1953-10-01 1966-02-03 Emil Krupke Device for creating underground channels in loose soil with a hydraulically driven head
DE1483749B1 (en) * 1966-05-09 1971-05-13 Castelbajac Henri De Device for producing cased boreholes
EP0086567A1 (en) * 1982-01-22 1983-08-24 Water Research Centre Pipe replacement
EP0097470A1 (en) * 1982-06-18 1984-01-04 I.P.D. Systems Limited A device for removing irregularities in or enlarging an underground duct
US4602495A (en) * 1982-06-18 1986-07-29 Yarnell Ian Roland Device and method for removing irregularities in or enlarging an underground duct
WO2014014354A2 (en) 2012-07-20 2014-01-23 J.F. Karsten Beheer B.V. Method for laying a pipeline
WO2014014354A3 (en) * 2012-07-20 2014-07-31 J.F. Karsten Beheer B.V. Method for laying a pipeline
US9683679B2 (en) 2012-07-20 2017-06-20 J.F. Karsten Beheer B.V. Method for laying a pipeline

Also Published As

Publication number Publication date
FR1122614A (en) 1956-09-11

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