JPS641893A - Forward excavation method by earth pressure type shield - Google Patents
Forward excavation method by earth pressure type shieldInfo
- Publication number
- JPS641893A JPS641893A JP15480687A JP15480687A JPS641893A JP S641893 A JPS641893 A JP S641893A JP 15480687 A JP15480687 A JP 15480687A JP 15480687 A JP15480687 A JP 15480687A JP S641893 A JPS641893 A JP S641893A
- Authority
- JP
- Japan
- Prior art keywords
- earth pressure
- water
- pressure chamber
- soil
- expansive
- 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
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
PURPOSE: To safely and positively carry out forward excavation by filling a water absorptive expansive liquid into a face, an earth pressure chamber, and a conveyor, mixing and agitating the same, then carrying out forward excavation while forming spherical gel among soil particles and generating a counteractive earth pressure, and at the same time discharging the soil.
CONSTITUTION: An excavation plate 2 is rotated by a driving machine 20, a shield machine is moved forward to excavate a face of the natural ground, and excavated soil is collected into a earth pressure chamber 7. At the same time, a water absorptive expansive liquid is forcedly fed by a pump 15, which is filled from a face portion jet orifice 5 and an earth pressure chamber jet orifice 6. Next, the excavated soil and the expansive water in the earth pressure chamber 7 are uniformly mixed and agitated by a mixing blade 4, and an absorptive polymer in the expansive liquid is expanded while absorbing ground water, etc. Subsequently, the excavated soil fills the interior of the earth pressure chamber 7, which is then conveyed backward by a screw 22 while generating an earth pressure which counteracts the face earth pressure and water pressure. Further, a valve 13 is opened to charge the expansive liquid from a filling orifice 16, and the resultant liquid and soil are agitated by the screw 22 to form spherical gel, whereby water cut-off performance and fluidity within a conveyor 21 are enhanced.
COPYRIGHT: (C)1989,JPO
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62-154806A JPH011893A (en) | 1987-06-22 | Earth pressure shield excavation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62-154806A JPH011893A (en) | 1987-06-22 | Earth pressure shield excavation method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS641893A true JPS641893A (en) | 1989-01-06 |
| JPH011893A JPH011893A (en) | 1989-01-06 |
Family
ID=
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS57108394A (en) * | 1980-12-23 | 1982-07-06 | Kajima Corp | Shielded excavation |
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS57108394A (en) * | 1980-12-23 | 1982-07-06 | Kajima Corp | Shielded excavation |
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