GB1446315A - Trench shoring machines - Google Patents

Trench shoring machines

Info

Publication number
GB1446315A
GB1446315A GB579673A GB579673A GB1446315A GB 1446315 A GB1446315 A GB 1446315A GB 579673 A GB579673 A GB 579673A GB 579673 A GB579673 A GB 579673A GB 1446315 A GB1446315 A GB 1446315A
Authority
GB
United Kingdom
Prior art keywords
framework
piles
walings
rearward
machine
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
GB579673A
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.)
Thompson A N
Original Assignee
Thompson A N
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 Thompson A N filed Critical Thompson A N
Priority to GB579673A priority Critical patent/GB1446315A/en
Publication of GB1446315A publication Critical patent/GB1446315A/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/06Foundation trenches ditches or narrow shafts
    • E02D17/08Bordering or stiffening the sides of ditches trenches or narrow shafts for foundations
    • E02D17/086Travelling trench shores
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/005Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries by forcing prefabricated elements through the ground, e.g. by pushing lining from an access pit
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/06Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
    • E21D9/0692Cutter drive shields

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

1446315 Trench shoring machines; pile driving A N THOMPSON 9 May 1974 [9 Feb 1973] 5796/73 Headings E1E and E1H In a trench shoring machine comprising a series of longitudinally extending vertically spaced piles 30 arranged along each side of a framework, guide means are provided for guiding the piles for horizontal sliding movement longitudinally of the framework, drive means are provided for longitudinally advancing the piles with the framework held stationary, holding means are utilized to retain the piles in their advanced positions and means are provided for advancing the framework relative to the piles. The machine comprises a forward framework including walings 1, 2, 3, 4 and a rearward framework including walings 5, 6, 7, 8; the walings 1, 3 being interconnected by tie rods 9 and the walings 2, 4 joined by tie rods 11. The walings of the rearward framework are likewise joined by tie-rods 13, 15; the tie-rods being welded to the walings which are also interconnected as by struts 16, 18, 20. Each strut comprises a box-section guide 24 in which two bars 25, 26 are slidably positioned and adapted to be extended and retracted by a ram 27. The horizontally-extensible piles 30 are fitted between guides 29 on each side of the machine; the lowermost piles each has a rearward and downward taper 34 at their front ends, see Fig. 2 (not shown), and all other piles have a forwardly and outwardly tapered nose piece 33 secured thereto. One advancing ram 35 or 36 is provided for each pile whilst additional rams 44, 45 are provided to advance the framework 1-4 relative to the framework 5-8. Walings 1, 2, 5, 6, 7 and 8 are also each provided with a levelling foot 52 adjusted by a ram 53. A locking system 55, 56 is provided for locking the respective one of the walings 1, 2 to the piles at the appropriate side of the machine. The rearward framework carries a hopper 68 and the space below the hopper accommodates the pipe 28 to be laid. For modus operandi, details of locking system, hydraulic control and minor constructional details the Specification and remaining drawings (not shown), should be referred to.
GB579673A 1973-02-09 1973-02-09 Trench shoring machines Expired GB1446315A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB579673A GB1446315A (en) 1973-02-09 1973-02-09 Trench shoring machines

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB579673A GB1446315A (en) 1973-02-09 1973-02-09 Trench shoring machines

Publications (1)

Publication Number Publication Date
GB1446315A true GB1446315A (en) 1976-08-18

Family

ID=9802792

Family Applications (1)

Application Number Title Priority Date Filing Date
GB579673A Expired GB1446315A (en) 1973-02-09 1973-02-09 Trench shoring machines

Country Status (1)

Country Link
GB (1) GB1446315A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2472074A1 (en) * 1979-12-18 1981-06-26 Lille Communaute Urbaine Reinforcement for open excavations - provides temporary side protection from rocks using vertical plates permitting introduction of tubular coffer pieces
GB2144785A (en) * 1983-06-15 1985-03-13 Noel Gonne Bell Traveling trench shore
CN103204451A (en) * 2013-04-03 2013-07-17 同济大学 Continuous-walking type hydraulic pushing device
CN103924521A (en) * 2014-04-14 2014-07-16 上海市机械施工集团有限公司 Rectifying device used for mounting elevated frames and bridges and rectifying method of rectifying device

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2472074A1 (en) * 1979-12-18 1981-06-26 Lille Communaute Urbaine Reinforcement for open excavations - provides temporary side protection from rocks using vertical plates permitting introduction of tubular coffer pieces
GB2144785A (en) * 1983-06-15 1985-03-13 Noel Gonne Bell Traveling trench shore
CN103204451A (en) * 2013-04-03 2013-07-17 同济大学 Continuous-walking type hydraulic pushing device
CN103924521A (en) * 2014-04-14 2014-07-16 上海市机械施工集团有限公司 Rectifying device used for mounting elevated frames and bridges and rectifying method of rectifying device

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Legal Events

Date Code Title Description
PS Patent sealed
PCNP Patent ceased through non-payment of renewal fee