JPS6417994A - Method of executing underground structure - Google Patents
Method of executing underground structureInfo
- Publication number
- JPS6417994A JPS6417994A JP17216987A JP17216987A JPS6417994A JP S6417994 A JPS6417994 A JP S6417994A JP 17216987 A JP17216987 A JP 17216987A JP 17216987 A JP17216987 A JP 17216987A JP S6417994 A JPS6417994 A JP S6417994A
- Authority
- JP
- Japan
- Prior art keywords
- ditch
- shield machine
- underground structure
- main
- protrusion part
- 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.)
- Granted
Links
- 238000010276 construction Methods 0.000 abstract 2
- 239000002689 soil Substances 0.000 abstract 1
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
PURPOSE: To shorten a construction period and reduce a cost by providing a protrusion part on the side wall or the bottom plate of a U-shape shield machine, and forming a side ditch for a small structure on the side face or the bottom face of the ditch simultaneously with the construction of the ditch for a main structure. CONSTITUTION: A ditch for underground structure burying is constructed by using a U-shaped shield machine 1 providing a partial protrusion part 13 on a part of a side wall 10 or a bottom plate 1b. A side ditch 14 is simultaneously formed by the protrusion part 13 of the shield machine 1 in the side face or the bottom face of the ditch. Next, a concrete casing 6 or the like being a main underground structure is successively provided in the main ditch and a hume pipe 12 or the like being a small underground structure is successively provided in the side ditch. Thereby an excessive digging part and a soil amount of backfilling can be lessened, and stability can be improved during pipe jacking of the shield machine 1.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17216987A JPS6417994A (en) | 1987-07-10 | 1987-07-10 | Method of executing underground structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17216987A JPS6417994A (en) | 1987-07-10 | 1987-07-10 | Method of executing underground structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6417994A true JPS6417994A (en) | 1989-01-20 |
JPH0428044B2 JPH0428044B2 (en) | 1992-05-13 |
Family
ID=15936853
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP17216987A Granted JPS6417994A (en) | 1987-07-10 | 1987-07-10 | Method of executing underground structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6417994A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6154191A (en) * | 1996-08-06 | 2000-11-28 | Fad Inc. | System and method for driving a nematic liquid crystal |
US6578824B2 (en) | 2001-04-23 | 2003-06-17 | Vital Kogyo Kabushiki Kaisha | Overload-preventing device for winch |
-
1987
- 1987-07-10 JP JP17216987A patent/JPS6417994A/en active Granted
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6154191A (en) * | 1996-08-06 | 2000-11-28 | Fad Inc. | System and method for driving a nematic liquid crystal |
US6578824B2 (en) | 2001-04-23 | 2003-06-17 | Vital Kogyo Kabushiki Kaisha | Overload-preventing device for winch |
Also Published As
Publication number | Publication date |
---|---|
JPH0428044B2 (en) | 1992-05-13 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPS6417994A (en) | Method of executing underground structure | |
JPS6417995A (en) | Method of executing underground structure | |
JPS6417996A (en) | Method of executing underground structure | |
JPS57158436A (en) | Method of construction of precast concrete underground room | |
JPS5530039A (en) | Method for constructing underground structures | |
JPS55116929A (en) | Burying method of sheathing | |
JPS57184108A (en) | Caisson work with raised bottom | |
JPS5670322A (en) | Construction of underground wall by column strip | |
JPS5568931A (en) | Construction of block piled retaining wall and block | |
JPS5771938A (en) | Outer water-proofing work | |
JPS57146839A (en) | Construction of retaining wall | |
JPS5792220A (en) | Sheathing work for excavated trench | |
JPS5748018A (en) | Constructing method for pile foundation with underground wall | |
ES463104A1 (en) | Anchor and method of installation thereof | |
JPS57155421A (en) | Method of construction of underground double coffering sheathing | |
JPS6410826A (en) | Method and tool for burying underground tube | |
JPS57130622A (en) | Construction of continuous underground wall | |
JPS57169127A (en) | Construction of inverted lining concrete structure | |
JPS57140424A (en) | Construction work of reinforced soil | |
JPS56139305A (en) | Temporary coffering work for liver, etc. | |
SU1802578A1 (en) | Method for exploitation of alluvial deposits | |
SU1458482A1 (en) | Canal construction method | |
JPS5724728A (en) | Sheathing method and waling structure for use in said method | |
JPS6483716A (en) | Foundation work for building | |
JPS5761111A (en) | Reduction of extra-banking concrete for head of pile driven in situ |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
LAPS | Cancellation because of no payment of annual fees |