JPS57161399A - Structure of underground tank for liquefied gas - Google Patents
Structure of underground tank for liquefied gasInfo
- Publication number
- JPS57161399A JPS57161399A JP4622281A JP4622281A JPS57161399A JP S57161399 A JPS57161399 A JP S57161399A JP 4622281 A JP4622281 A JP 4622281A JP 4622281 A JP4622281 A JP 4622281A JP S57161399 A JPS57161399 A JP S57161399A
- Authority
- JP
- Japan
- Prior art keywords
- bottom plate
- side wall
- upper bottom
- liquefied gas
- rigidity
- 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.)
- Pending
Links
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
- F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
- F17C3/00—Vessels not under pressure
- F17C3/005—Underground or underwater containers or vessels
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
- F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
- F17C2201/00—Vessel construction, in particular geometry, arrangement or size
- F17C2201/05—Size
- F17C2201/052—Size large (>1000 m3)
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
- F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
- F17C2223/00—Handled fluid before transfer, i.e. state of fluid when stored in the vessel or before transfer from the vessel
- F17C2223/01—Handled fluid before transfer, i.e. state of fluid when stored in the vessel or before transfer from the vessel characterised by the phase
- F17C2223/0146—Two-phase
- F17C2223/0153—Liquefied gas, e.g. LPG, GPL
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
- F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
- F17C2270/00—Applications
- F17C2270/01—Applications for fluid transport or storage
- F17C2270/0142—Applications for fluid transport or storage placed underground
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Filling Or Discharging Of Gas Storage Vessels (AREA)
Abstract
PURPOSE:To prevent local deformation of a membrane without generating a relative displacement between members by separately building up the bottom plate of an underground tank for liquefied gas with the upper bottom plate having a smaller rigidity and the lower bottom plate having a larger rigidity and connecting the end of the upper bottom plate integrally with a side wall. CONSTITUTION:When a concrete bottom plate 1 is formed in the bottom area by excavating the ground surrounded by an underground continuous wall 5, the bottom plate is divided into the upper bottom plate 4 which is relatively thin (having a smaller rigidity) and the lower bottom plate 2 which is relatively thick (having a larger ridigity), and the bottom plate is completed by inserting an edge separating member 8 such as laying sand between the upper and the lower bottom plates. The end of the upper bottom plate 4 is joined integrally with a side wall 3, and a slidable supporting member 7 is interposed between the lower part 3a of the side wall and the notched stepped part 2a of the lower bottom plate, and anchor bolts 10 are embedded. Further, a steel membrane 6 is insalled. Thus, a relative displacement is not generated in the joint part, even if the bottom plate is applied with temperature deformation, because the upper bottom plate 4 and the side wall 3 are engaged in integral form.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4622281A JPS57161399A (en) | 1981-03-31 | 1981-03-31 | Structure of underground tank for liquefied gas |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4622281A JPS57161399A (en) | 1981-03-31 | 1981-03-31 | Structure of underground tank for liquefied gas |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS57161399A true JPS57161399A (en) | 1982-10-04 |
Family
ID=12741076
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP4622281A Pending JPS57161399A (en) | 1981-03-31 | 1981-03-31 | Structure of underground tank for liquefied gas |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS57161399A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS60252233A (en) * | 1984-05-29 | 1985-12-12 | Shimizu Constr Co Ltd | Method for testing watertightness of water stop plate in underground tank made of concrete |
-
1981
- 1981-03-31 JP JP4622281A patent/JPS57161399A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS60252233A (en) * | 1984-05-29 | 1985-12-12 | Shimizu Constr Co Ltd | Method for testing watertightness of water stop plate in underground tank made of concrete |
JPH057277B2 (en) * | 1984-05-29 | 1993-01-28 | Shimizu Construction Co Ltd |
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