US4826644A
Expired / Lapsed
US
⏱️ 0.0 years remaining
Method for entombment of tanks in concrete
Assignee: CONVAULT Inc 4200 LESTER ROAD DENAIR CA 95316 A CA CORP
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Filing: 1987-11-16
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Granted: 1989-05-02
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Expires: 2007-11-16
Abstract
Abstract A storage vault includes an inner tank entombed within a concrete outer tank by first erecting a pair of sidewall forms on a base plate to create an open-top enclosure. The wall forms are securely clamped together. A layer of concrete is then poured onto the base plate and the inner tank is lowered onto the layer of concrete. Concrete is poured into the enclosure to entomb the inner tank while the bottom layer of concrete is still wet. The inner tank is restrained by a pair of reinforced hold-down bars extending over the top of the enclosure and having a pair of downwardly extending hold-down tubes which contact the top of the inner tank. A back hold-down bar is forced downwardly by a chain which passes over the hold-down bar and is fastened to the base plate. After the concrete has set sufficiently, the hold-down bars and tubes are removed and the holes created by the hold-down tubes are filled with concrete. After curing, the wall forms and base plate are removed from the vault created within the form assembly.
Inventors
- 👤 Thomas R. Lindquist
- 👤 Ralph Bambacigno
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-10-30 07:29
CPC Classifications
B; B67; B67D; B67D7/00; B67D7/06; B67D7/78; B28; B28B; B28B19/00; B28B19/0038; B28B7/00; B28B7/22; B60; B60S; B60S5/00; B60S5/02; E; E04; E04H; E04H7/00; E04H7/02; E04H7/04; E04H7/16
Claims Analysis
Total Claims: 17
Claim 1
Independent Claim
254 words
A method for entombing a container within a homogenous layer of concrete comprising the following steps: selecting a container having a container top; placing a base plate on a support surface; positioning wall forms on the base plate; fastening the wall forms to one another to create a sidewall form; positioning the sidewall form relative to the base plate wherein said positioning of the sidewall creates an open top enclosure bounded by the base plate and the sidewall form; pouring a layer of concrete onto the base plate to form a bottom layer of concrete in the enclosure; lowering the container into the enclosure until the container rests on the bottom layer of concrete to define a region within the enclosure surrounding at least a portion of the container; vertically restraining the container within the enclosure, such that the container contacts the bottom layer of concrete during subsequent pouring of concrete; wherein the vertically restraining step includes the steps of: positioning a hold-down member over the open top of the container so as to overlie the container; connecting the hold-down member to the base plate and; forcing the hold-down member against the top of the container; pouring concrete into the enclosure in the region surrounding the container to contact the bottom layer of concrete before setting of the bottom layer of concrete to form a homogeneous entombing layer of concrete about the vertically restrained container; allowing the concrete to set; and removing the wall forms and the base plate from the concrete encased container.
Claim 2
Independent Claim
254 words
A method for entombing a container within a homogenous layer of concrete comprising the following steps: selecting a container having a container top; placing a base plate on a support surface; positioning wall forms on the base plate; fastening the wall forms to one another to create a sidewall form; positioning the sidewall form relative to the base plate wherein said positioning of the sidewall creates an open top enclosure bounded by the base plate and the sidewall form; pouring a layer of concrete onto the base plate to form a bottom layer of concrete in the enclosure; lowering the container into the enclosure until the container rests on the bottom layer of concrete to define a region within the enclosure surrounding at least a portion of the container; vertically restraining the container within the enclosure, such that the container contacts the bottom layer of concrete during subsequent pouring of concrete; wherein the vertically restraining step includes the steps of: positioning a hold-down member over the open top of the container so as to overlie the container; connecting the hold-down member to the base plate and; forcing the hold-down member against the top of the container; pouring concrete into the enclosure in the region surrounding the container to contact the bottom layer of concrete before setting of the bottom layer of concrete to form a homogeneous entombing layer of concrete about the vertically restrained container; allowing the concrete to set; and removing the wall forms and the base plate from the concrete encased container.
Claim 3
Dependent Claim
24 words
The method of claim 1 further comprising the step of releasing the hold-down member from the container after the concrete is no longer fluid.
Claim 4
Dependent Claim
37 words
The method of claim 1 wherein the connecting step includes the steps of running a flexible member over the hold-down member and connecting the flexible member to the base plate on opposite sides of the sidewall form.
Claim 5
Dependent Claim
19 words
The method of claim 3 wherein the forcing step is carried out by placing the flexible member in tension.
Claim 6
Independent Claim
227 words
A method for entombing a container within a homogenous layer of concrete comprising the following steps: selecting a container having a container top; placing a base plate on a support surface; positioning wall forms on the base plate; fastening the wall forms to one another to create a sidewall form; positioning the sidewall form relative to the base plate wherein the positioning of the sidewall creates an open top enclosure bounded by the base plate and the sidewall form; pouring a first portion of concrete onto the base plate to form a bottom layer of concrete in the enclosure; lowering the container into the enclosure until the container rests on the bottom layer of concrete to define a region within the enclosure surrounding at least a portion of the container; vertically restraining the container within the enclosure, such that the container contacts the bottom layer of concrete subsequent pouring of concrete; pouring a second portion of concrete into the enclosure in the region surrounding the container to contact the bottom layer of concrete before setting of the bottom layer of concrete wherein the first portion of concrete and the second portion of concrete form a homogenous entombing layer of concrete about the vertically restrained container; allowing the homogenous layer of concrete to set; and removing the wall forms and the base plate from the concrete encased container.
Claim 7
Independent Claim
227 words
A method for entombing a container within a homogenous layer of concrete comprising the following steps: selecting a container having a container top; placing a base plate on a support surface; positioning wall forms on the base plate; fastening the wall forms to one another to create a sidewall form; positioning the sidewall form relative to the base plate wherein the positioning of the sidewall creates an open top enclosure bounded by the base plate and the sidewall form; pouring a first portion of concrete onto the base plate to form a bottom layer of concrete in the enclosure; lowering the container into the enclosure until the container rests on the bottom layer of concrete to define a region within the enclosure surrounding at least a portion of the container; vertically restraining the container within the enclosure, such that the container contacts the bottom layer of concrete subsequent pouring of concrete; pouring a second portion of concrete into the enclosure in the region surrounding the container to contact the bottom layer of concrete before setting of the bottom layer of concrete wherein the first portion of concrete and the second portion of concrete form a homogenous entombing layer of concrete about the vertically restrained container; allowing the homogenous layer of concrete to set; and removing the wall forms and the base plate from the concrete encased container.
Claim 8
Dependent Claim
25 words
The method of claim 5 wherein the step of positioning the wall forms is carried out by positioning two wall forms on the base plate.
Claim 9
Dependent Claim
16 words
The method of claim 5 wherein the fastening step is carried out using a chain binder.
Claim 10
Dependent Claim
18 words
The method of claim 5 wherein the step of positioning the sidewall form is carried out using jacks.
Claim 11
Dependent Claim
41 words
The method of claim 5 further comprising providing a spacer layer adjacent to at least a portion of the container, wherein the spacer layer comprises material which is liquefiable upon contact with a chosen liquid to be stored within the container.
Claim 12
Dependent Claim
23 words
The method of claim 5 further comprising the step of positioning concrete reinforcing members in the region of the enclosure surrounding the container.
Claim 13
Dependent Claim
24 words
The method of claim 5 further comprising the step of vibrating the sidewall form after the step of pouring the second portion of concrete.
Claim 14
Dependent Claim
18 words
The method of claim 5 wherein the container selecting step includes the step of choosing a rectangular container.
Claim 15
Dependent Claim
30 words
The method of claim 12 wherein the choosing step is carried out by choosing a container having reinforcing ribs to strengthen the container against deformation when the container is pressurized.
Claim 16
Dependent Claim
22 words
The method of claim 5 wherein the selecting step includes the step of selecting a tank enclosed within a liquid impervious liner.
Claim 17
Dependent Claim
34 words
The method of claim 14 wherein the selecting step includes the step of selecting a tank having an outer surface covered with a spacer layer, the spacer layer and tank being within the liner.
References Cited (Backward Citations)
US1355122A
Cited
US1958487A
Cited
US2777295A
Cited
US3151416A
Cited
US3471599A
Cited
US3562977A
Cited
US3848765A
Cited
US4183221A
Cited
US4372906A
Cited
US4494352A
Cited
US4366654A
Cited
US4513504A
Cited
US4715307A
Cited
USPTO Annuity & Maintenance Windows
| Annuity Stage | Window Opens | Payment Deadline | Surcharge Period Until | Estimated Fee | Status |
|---|---|---|---|---|---|
| 3.5 Years (Year 4) | 1992-05-01 | 1992-10-31 | 1993-05-02 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1996-05-01 | 1996-10-31 | 1997-05-02 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 2000-05-01 | 2000-10-31 | 2001-05-02 | $7700.00 | Window Closed / Lapsed |