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GB516211A - Process for freezing land by direct expansion of liquefied gases - Google Patents

Process for freezing land by direct expansion of liquefied gases

Info

Publication number
GB516211A
GB516211A GB22221/38A GB2222138A GB516211A GB 516211 A GB516211 A GB 516211A GB 22221/38 A GB22221/38 A GB 22221/38A GB 2222138 A GB2222138 A GB 2222138A GB 516211 A GB516211 A GB 516211A
Authority
GB
United Kingdom
Prior art keywords
tube
freezing
tubes
supply
liquid
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
GB22221/38A
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
Publication of GB516211A publication Critical patent/GB516211A/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D1/00Sinking shafts
    • E21D1/10Preparation of the ground
    • E21D1/12Preparation of the ground by freezing
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/11Improving or preserving soil or rock, e.g. preserving permafrost soil by thermal, electrical or electro-chemical means
    • E02D3/115Improving or preserving soil or rock, e.g. preserving permafrost soil by thermal, electrical or electro-chemical means by freezing

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Structural Engineering (AREA)
  • Paleontology (AREA)
  • Soil Sciences (AREA)
  • Agronomy & Crop Science (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Fertilizing (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Abstract

516,211. Freezing ground. RODIO, G. July 26, 1938, No. 22221. Convention date, Aug. 16, 1937. [Class 68(i)] In freezing ground by evaporation of liquefied gas, as for shaft-sinking or making foundations in wet ground, the liquid is introduced into each freezing tube through one or more calibrated orifices which supply a predetermined quantity of liquid; for example, the supply to each freezing tube may be effected through one or more interchangeable nozzles or the supply pipes may be constricted. All the freezing tubes may be connected to a discharge tube by which liquid can overflow from one tube to others, the discharge pipes opening at the same height within the tubes. Valves permit isolation of each tube. An insulated reservoir for the liquid may be provided in the pumping plant to give an extra supply to any freezing tube directly or through the discharge pipe. A float-controlled needle valve may control. the supply to each freezing tube. The supply pipes to the tubes may also be connected to a common master pipe, the connections to this pipe and to the discharge pipe preferably being effected through flexible metal tubes. For use in tunnelling, or freezing pit bottoms, substantially horizontal tubes are used and may be supplied through a tube d, Fig. 1, and exhausted through pipe c, a bend b providing .an evaporating chamber. With upwardly or downwardly inclined tubes, the exhaust tube f opens at the highest part of the tube.
GB22221/38A 1937-08-16 1938-07-26 Process for freezing land by direct expansion of liquefied gases Expired GB516211A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE516211X 1937-08-16

Publications (1)

Publication Number Publication Date
GB516211A true GB516211A (en) 1939-12-27

Family

ID=6549180

Family Applications (1)

Application Number Title Priority Date Filing Date
GB22221/38A Expired GB516211A (en) 1937-08-16 1938-07-26 Process for freezing land by direct expansion of liquefied gases

Country Status (1)

Country Link
GB (1) GB516211A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2645093A (en) * 1947-06-23 1953-07-14 Daxelhofer Jean Pierre Apparatus for congelation of ground
EP3235955A4 (en) * 2014-12-19 2018-08-15 Chemical Grouting Co.Ltd. Ground freezing construction method and ground freezing system

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2645093A (en) * 1947-06-23 1953-07-14 Daxelhofer Jean Pierre Apparatus for congelation of ground
EP3235955A4 (en) * 2014-12-19 2018-08-15 Chemical Grouting Co.Ltd. Ground freezing construction method and ground freezing system
US10221537B2 (en) 2014-12-19 2019-03-05 Chemical Grouting Co., Ltd. Artificial ground freezing method and artificial ground freezing system

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