GB746856A - Improvements in or relating to the sinking of shafts by the freezing system - Google Patents
Improvements in or relating to the sinking of shafts by the freezing systemInfo
- Publication number
- GB746856A GB746856A GB20490/53A GB2049053A GB746856A GB 746856 A GB746856 A GB 746856A GB 20490/53 A GB20490/53 A GB 20490/53A GB 2049053 A GB2049053 A GB 2049053A GB 746856 A GB746856 A GB 746856A
- Authority
- GB
- United Kingdom
- Prior art keywords
- july
- outer tube
- freezing
- sinking
- shafts
- 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
Links
- 238000007710 freezing Methods 0.000 title abstract 3
- 230000008014 freezing Effects 0.000 title 1
- 239000000463 material Substances 0.000 abstract 2
- 229910000831 Steel Inorganic materials 0.000 abstract 1
- JHIVVAPYMSGYDF-UHFFFAOYSA-N cyclohexanone Chemical compound O=C1CCCCC1 JHIVVAPYMSGYDF-UHFFFAOYSA-N 0.000 abstract 1
- 239000007788 liquid Substances 0.000 abstract 1
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 239000010959 steel Substances 0.000 abstract 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D1/00—Sinking shafts
- E21D1/10—Preparation of the ground
- E21D1/12—Preparation of the ground by freezing
- E21D1/14—Freezing apparatus
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
746,856. Earth-freezing apparatus. BIQUET, M., . and MANUFACTURE P. LACOLLONGE SOC. ANON. July 23, 1953 [July 29,.1952; July 11, 1953], No. 20490/53. Class 68(1) A ground-freezing tube comprises an outer tube 2 closed at the bottom and a tubular element 1 concentrically disposed within the outer tube, the material of the element having a tensile strength sufficient for the weight of said material to be supported solely by its upper end. The element can comprise a steel tube coated internally and/or externally throughout its length with a derivative of rubber. Alternatively the element may be formed by two concentric tubes with an annular space therebetween. The tubes may be sealed together at one or both ends. In the former case the space is filled with stagnant liquid and the latter case with air.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
BE746856X | 1952-07-29 |
Publications (1)
Publication Number | Publication Date |
---|---|
GB746856A true GB746856A (en) | 1956-03-21 |
Family
ID=3879487
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB20490/53A Expired GB746856A (en) | 1952-07-29 | 1953-07-23 | Improvements in or relating to the sinking of shafts by the freezing system |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB746856A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3220470A (en) * | 1962-10-08 | 1965-11-30 | Joseph C Balch | Soil refrigerating system |
CN113175327A (en) * | 2021-04-28 | 2021-07-27 | 安徽理工大学 | Freezing pipe of inclined shaft under condition of fast tunneling of fully-mechanized excavating machine and arrangement method of freezing pipe |
-
1953
- 1953-07-23 GB GB20490/53A patent/GB746856A/en not_active Expired
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3220470A (en) * | 1962-10-08 | 1965-11-30 | Joseph C Balch | Soil refrigerating system |
CN113175327A (en) * | 2021-04-28 | 2021-07-27 | 安徽理工大学 | Freezing pipe of inclined shaft under condition of fast tunneling of fully-mechanized excavating machine and arrangement method of freezing pipe |
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