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US4112690A
Expired / Lapsed
US
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Method and construction of underground tank well
Assignee: Kajima Corp
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Filing: 1976-11-15
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Granted: 1978-09-12
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Expires: 1996-11-15
Abstract
Abstract Subjacent and lateral supporting soil for an underground tank is stabilized wherein a tank embedded therein is secured against flotation irrespective of the water table level of the surrounding soil. The lateral supporting soil is encased within a well and the subjacent soil is hardened to minimize seepage of water into the soil adjacent to the tank. Means are also provided to remove excess water from the confines of the well thereby minimizing flotation pressure on the tank.
Inventors
- 👤 Kazuo Hosoya
- 👤 Munetaka Kubota
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-10-29 14:28
CPC Classifications
E; E02; E02D; E02D31/00; E02D31/10
Claims Analysis
Total Claims: 6
Claim 1
Independent Claim
154 words
The method of constructing an underground tank in water permeated soil, comprising the steps of: sealing off an excavation area to reduce ground water seepage; installing pumping means in said excavating area to be at a level beneath the bottom of the installed tank; insertion of ground hardening material into the ground outwardly of and below said sealed off area while pumping out said ground water with pumping means from the center of said sealed off area to draw said hardening material inwardly toward the center of said sealed off area to provide a water impervious hardened base; excavating said area above said water impervious hardened base sufficient to receive a tank therein; installing said tank in said excavated area above said water impervious hardened base; back filling around said tank; leaving said pumping means in place and operable to remove water seepage from the back fill around said tank after underground installation thereof.
Claim 2
Independent Claim
154 words
The method of constructing an underground tank in water permeated soil, comprising the steps of: sealing off an excavation area to reduce ground water seepage; installing pumping means in said excavating area to be at a level beneath the bottom of the installed tank; insertion of ground hardening material into the ground outwardly of and below said sealed off area while pumping out said ground water with pumping means from the center of said sealed off area to draw said hardening material inwardly toward the center of said sealed off area to provide a water impervious hardened base; excavating said area above said water impervious hardened base sufficient to receive a tank therein; installing said tank in said excavated area above said water impervious hardened base; back filling around said tank; leaving said pumping means in place and operable to remove water seepage from the back fill around said tank after underground installation thereof.
Claim 3
Independent Claim
117 words
The method of constructing an underground tank in water permeated soil, comprising the steps of: sealing off an excavation area to reduce water seepage; installing pumping means in said excavation area at a level beneath the bottom of the to be installed tank; pumping the ground water from said sealed off area with said pumping means; excavating said area sufficeint to receive a tank therein; installing a retaining wall within said excavated area; providing an underground base floor slab within said retaining wall; installing a tank on said slab within said retaining wall; and leaving said pumping means in place and operable to remove water seepage from beneath said slab after underground installation of said tank thereon.
Claim 4
Independent Claim
117 words
The method of constructing an underground tank in water permeated soil, comprising the steps of: sealing off an excavation area to reduce water seepage; installing pumping means in said excavation area at a level beneath the bottom of the to be installed tank; pumping the ground water from said sealed off area with said pumping means; excavating said area sufficeint to receive a tank therein; installing a retaining wall within said excavated area; providing an underground base floor slab within said retaining wall; installing a tank on said slab within said retaining wall; and leaving said pumping means in place and operable to remove water seepage from beneath said slab after underground installation of said tank thereon.
Claim 5
Independent Claim
130 words
The method of constructing an underground tank in water permeated soil, comprising the steps of: sealing off an excavation area to reduce ground water seepage; installing pumping means in said excavation area; pumping the ground water from said sealed off area with said pumping means; excavating said area sufficient to receive a tank therein; providing a retaining wall within said sealed off area; providing an underground base floor slab within said retaining wall; providing said base floor slab free of any shifting movement of said retaining wall; installing a tank on said slab within said retaining wall; back filling around said retaining wall; and leaving said pumping means in place and operable to remove water seepage from the back fill around said retaining wall after installation of said tank therein.
Claim 6
Independent Claim
130 words
The method of constructing an underground tank in water permeated soil, comprising the steps of: sealing off an excavation area to reduce ground water seepage; installing pumping means in said excavation area; pumping the ground water from said sealed off area with said pumping means; excavating said area sufficient to receive a tank therein; providing a retaining wall within said sealed off area; providing an underground base floor slab within said retaining wall; providing said base floor slab free of any shifting movement of said retaining wall; installing a tank on said slab within said retaining wall; back filling around said retaining wall; and leaving said pumping means in place and operable to remove water seepage from the back fill around said retaining wall after installation of said tank therein.
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USPTO Annuity & Maintenance Windows
| Annuity Stage | Window Opens | Payment Deadline | Surcharge Period Until | Estimated Fee | Status |
|---|---|---|---|---|---|
| 3.5 Years (Year 4) | 1981-09-11 | 1982-03-13 | 1982-09-12 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1985-09-11 | 1986-03-13 | 1986-09-12 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 1989-09-11 | 1990-03-13 | 1990-09-12 | $7700.00 | Window Closed / Lapsed |