Patent US1887604A successfully refreshed from Google Patents.
Patent US2432849A successfully refreshed from Google Patents.
US4072017A
Expired / Lapsed
US
⏱️ 0.0 years remaining
Treating soil
Assignee: Individual
•
Filing: 1977-02-22
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Granted: 1978-02-07
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Expires: 1997-02-22
Abstract
Abstract The present invention generally relates to a new and improved method by which colloids, clay, silt, and silt-mixed sand (hereinafter referred to as "weak soil layer") which exist in rivers, lakes, marshes, harbours, and the sea, can be easily and immediately turned into stabilized foundation ground necessary for civil construction, and particularly relates to a new and improved treatment equipment which is effective to continuously treat said weak soil layer over a height from a bottom supporting foundation, by discharging a solidifier agent of special cement which is continuously agitated by agitator impellers.
Inventors
- 👤 Hisashi Shiraki
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-10-31 18:34
CPC Classifications
E; E02; E02D; E02D17/00; E02D17/20; E02D27/00; E02D27/26; E02D3/00; E02D3/12; E02D3/126
Claims Analysis
Total Claims: 2
Claim 1
Independent Claim
171 words
The method of treating a weak soil layer above a foundation layer, to form a stabilized mass based on said foundation layer and of predetermined height, width and length, which comprises the steps of: i. agitating said weak soil layer by moving through it a plurality of rotating agitator impellers, arranged closely spaced in a row, the agitator impellers being reciprocated vertically and simultaneously translated horizontally through the weak soil layer in a direction transversely to the row, each agitator impeller being moved in its vertical movement independently of the other agitator impellers through a vertical stroke of which the lower end point is determined by contacting of the foundation layer by the respective agitator impeller, and of which the upper end point is predetermined as the upper boundary of the stabilized mass and is the same for all of the agitator impellers, and ii. injecting a solidifier agent from the rotating agitator impellers into the weak soil layer during the rotation and vertical and translatory movement of the agitator impellers.
Claim 2
Independent Claim
171 words
The method of treating a weak soil layer above a foundation layer, to form a stabilized mass based on said foundation layer and of predetermined height, width and length, which comprises the steps of: i. agitating said weak soil layer by moving through it a plurality of rotating agitator impellers, arranged closely spaced in a row, the agitator impellers being reciprocated vertically and simultaneously translated horizontally through the weak soil layer in a direction transversely to the row, each agitator impeller being moved in its vertical movement independently of the other agitator impellers through a vertical stroke of which the lower end point is determined by contacting of the foundation layer by the respective agitator impeller, and of which the upper end point is predetermined as the upper boundary of the stabilized mass and is the same for all of the agitator impellers, and ii. injecting a solidifier agent from the rotating agitator impellers into the weak soil layer during the rotation and vertical and translatory movement of the agitator impellers.
References Cited (Backward Citations)
US3408819A
Cited
US3800544A
Cited
USPTO Annuity & Maintenance Windows
| Annuity Stage | Window Opens | Payment Deadline | Surcharge Period Until | Estimated Fee | Status |
|---|---|---|---|---|---|
| 3.5 Years (Year 4) | 1981-02-06 | 1981-08-08 | 1982-02-07 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1985-02-06 | 1985-08-08 | 1986-02-07 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 1989-02-06 | 1989-08-08 | 1990-02-07 | $7700.00 | Window Closed / Lapsed |