GB393656A - Reinforced concrete lining to pit shafts, tunnels and the like - Google Patents

Reinforced concrete lining to pit shafts, tunnels and the like

Info

Publication number
GB393656A
GB393656A GB3446331A GB3446331A GB393656A GB 393656 A GB393656 A GB 393656A GB 3446331 A GB3446331 A GB 3446331A GB 3446331 A GB3446331 A GB 3446331A GB 393656 A GB393656 A GB 393656A
Authority
GB
United Kingdom
Prior art keywords
shaft
reinforced concrete
lining
bearer
tunnels
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
GB3446331A
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to GB3446331A priority Critical patent/GB393656A/en
Publication of GB393656A publication Critical patent/GB393656A/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D5/00Lining shafts; Linings therefor
    • E21D5/11Lining shafts; Linings therefor with combinations of different materials, e.g. wood, metal, concrete
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D1/00Sinking shafts
    • E21D1/10Preparation of the ground
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04Lining with building materials
    • E21D11/08Lining with building materials with preformed concrete slabs
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/14Lining predominantly with metal
    • E21D11/15Plate linings; Laggings, i.e. linings designed for holding back formation material or for transmitting the load to main supporting members
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/14Lining predominantly with metal
    • E21D11/28Longitudinal struts, i.e. longitudinal connections between adjoining arches

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Wood Science & Technology (AREA)
  • Lining And Supports For Tunnels (AREA)

Abstract

393,656. Tunnel, shaft, &c. linings. CLARKE, H. A., The Bungalow, Start Lane, Whaley Bridge, Cheshire. Dec. 12, 1931, No. 34463. [Class 85.] A lining for pit shafts, tunnels, &c., comprises one or more reinforced-concrete bearers, precast or moulded in situ, formed on the principle of a spiral, i.e. so that in each turn round the interior of the shaft the bearer also advances longitudinally along the shaft. The shaft may be circular or of other cross section, e.g. square or rectangular, and the longitudinal advance of the bearer may be uniform throughout the turn or, in the case of a square or rectangular shaft, may be confined to one or two sides of the shaft. A circular shaft is lined with a spiral reinforced concrete bearer a the cross section of which may be as shown in Fig. 2, grooves x being provided to accommodate the reinforcement y which may be embedded in cement filling the grooves x. The lining may be strengthened by lagging of timber, steel plates, corrugated sheet, brickwork, concrete, &c., preferably with reinforced concrete slabs b placed at intervals, or the lagging may consist of reinforced concrete slabs b<1> in close formation. The strength of the lining may be increased by using two or more bearers inserted into one another in stepped formation.
GB3446331A 1931-12-12 1931-12-12 Reinforced concrete lining to pit shafts, tunnels and the like Expired GB393656A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB3446331A GB393656A (en) 1931-12-12 1931-12-12 Reinforced concrete lining to pit shafts, tunnels and the like

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB3446331A GB393656A (en) 1931-12-12 1931-12-12 Reinforced concrete lining to pit shafts, tunnels and the like

Publications (1)

Publication Number Publication Date
GB393656A true GB393656A (en) 1933-06-12

Family

ID=10365964

Family Applications (1)

Application Number Title Priority Date Filing Date
GB3446331A Expired GB393656A (en) 1931-12-12 1931-12-12 Reinforced concrete lining to pit shafts, tunnels and the like

Country Status (1)

Country Link
GB (1) GB393656A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103321657A (en) * 2013-06-25 2013-09-25 黄河勘测规划设计有限公司 Reinforced concrete tunnel reinforcement method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103321657A (en) * 2013-06-25 2013-09-25 黄河勘测规划设计有限公司 Reinforced concrete tunnel reinforcement method

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