Method of building elevated water storage tanks
View Patent ↗A liquid storage tank has a tower section. A tank shell above the tower section encompasses a tank volume that has a capacity of at least 100,000 U.S. gallons. A reinforced ringbeam at the top of the tower section surrounds an internal area that withstands the downward force of the liquid. The ringbeam has at least one supporting face that resists downward forces. A dome sits on the supporting face and essentially covers the internal area. The dome is made of a series of laterally adjacent dome where each dome segment has an inner end that is positioned above an outer end.
1. A liquid storage tank with a capacity of at least 100,000 U.S. gallons that has:
a tower section;
a tank shell above the tower section;
a tank volume that is encompassed by the tank shell;
a reinforced ringbeam at the top of the tower section that surrounds an internal area that withstands the downward force of the liquid;
at least one supporting face on the ringbeam; and
a dome that sits on the supporting face and is made of laterally adjacent dome segments that essentially cover the internal area, in which each of the dome segments has:
an outer end that sits directly on the supporting face of the ringbeam and the outer end also supported against an integral upper wall of the reinforced ringbeam, wherein the integral upper wall rises above the supporting face; and
an inner end that is positioned above the outer end.
2. A liquid storage tank as recited in claim 1 , in which a grout-type material is provided between the dome segments.
3. A liquid storage tank as recited in claim 1 , in which:
the tank shell is made of steel; and
a steel liner covers the dome and is connected to the tank shell.
4. A liquid storage tank as recited in claim 1 , in which:
the tank shell is made of steel; and
a steel liner that covers an upper surface of the dome and is connected to the tank shell.
5. A liquid storage tank as recited in claim 1 , in which:
the tower section, the ringbeam, and the dome segments are made of concrete.
6. A liquid storage tank as recited in claim 1 , in which:
the tank shell is made of steel; and
the tower section is made of concrete.
7. A liquid storage tank as recited in claim 1 , in which:
the tank has an access tube that extends from within the tank volume into an interior of the tower section; and
each of the dome segments extends from the supporting face to the access tube.
8. A liquid storage tank as recited in claim 1 , in which each of the dome segments has:
a vaulted upper surface.
9. A liquid storage tank as recited in claim 1 , in which:
each of the dome segments has a pair of lateral sides that, when the segment is laid flat, define a segment angle; and
the sum of the segment angles of the segments in the dome is less than 360 degrees and the segments, if arranged in a flat circular arrangement, would leave wider gaps near the outer ends of the segments than near the inner ends.
10. A liquid storage tank as recited in claim 1 , in which:
the dome segments have integrally-cast liner segments on their upper surfaces.
11. A liquid storage tank as recited in claim 1 , in which:
the tank has a concrete pourback that has a top surface that extends from the top of the upper wall to the upper surface of the dome; and
the top surface of the pourback is continuous with the top surface of the upper wall.
12. An elevated water storage tank with a capacity of at least 100,000 U.S. gallons that has:
a tower section that is made of concrete;
a steel tank shell above the tower section;
a concrete ringbeam at the top of the tower section that surrounds an internal area between an access tube and the ringbeam;
a ring-shaped, upwardly-facing supporting face on the concrete ringbeam that is at least about 4 inches wide and resists downward forces; a dome that has an upper surface, essentially covers the internal area, and is made with laterally adjacent concrete dome segments that each have: an outer end that sits directly on the supporting face of the concrete ringbeam and the outer end also supported against an integral upper wall of the concrete ringbeam, the integral upper wall rising above the supporting face,
an inner end positioned above the outer end, and
a vaulted upper surface;
distinct grout sections between adjacent dome segments; and
a steel liner that covers the dome segments and is connected to the steel tank shell.