Method of building elevated water storage tanks
    1.
    发明授权
    Method of building elevated water storage tanks 有权
    建造高架蓄水池的方法

    公开(公告)号:US08820009B2

    公开(公告)日:2014-09-02

    申请号:US13568566

    申请日:2012-08-07

    IPC分类号: E04H7/00 E04H12/30

    CPC分类号: E04H12/30

    摘要: 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.

    摘要翻译: 液体储罐具有塔架部分。 在塔部分上方的罐壳包括容积至少为100,000美制加仑的罐体积。 在塔的顶部的加强环梁包围着能够承受液体向下的力的内部区域。 环束具有至少一个抵抗向下的力的支撑面。 圆顶位于支撑面上,基本覆盖内部区域。 圆顶由一系列横向相邻的圆顶制成,其中每个圆顶节段具有位于外端上方的内端。

    METHOD OF BUILDING ELEVATED WATER STORAGE TANKS
    2.
    发明申请
    METHOD OF BUILDING ELEVATED WATER STORAGE TANKS 有权
    建立高效储水罐的方法

    公开(公告)号:US20130031854A1

    公开(公告)日:2013-02-07

    申请号:US13568566

    申请日:2012-08-07

    IPC分类号: E03B11/12 E04H7/00

    CPC分类号: E04H12/30

    摘要: 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.

    摘要翻译: 液体储罐具有塔架部分。 在塔部分上方的罐壳包括容积至少为100,000美制加仑的罐体积。 在塔的顶部的加强环梁包围着能够承受液体向下的力的内部区域。 环束具有至少一个抵抗向下的力的支撑面。 圆顶位于支撑面上,基本覆盖内部区域。 圆顶由一系列横向相邻的圆顶制成,其中每个圆顶节段具有位于外端上方的内端。

    Method of building elevated water storage tanks
    3.
    发明申请
    Method of building elevated water storage tanks 有权
    建造高架蓄水池的方法

    公开(公告)号:US20090272049A1

    公开(公告)日:2009-11-05

    申请号:US12112574

    申请日:2008-04-30

    IPC分类号: E04H7/02

    CPC分类号: E04H12/30

    摘要: The disclosed liquid storage tank has a concrete tower section. A steel tank shell above the tower section encompasses a tank volume that has a capacity of at least 100,000 U.S. gallons. A concrete ringbeam at the top of the tower section surrounds an internal area between the ringbeam and an access tube that extends from within the tank volume into an interior of the tower section. The ringbeam has an integral upper wall above a ring-shaped, upwardly-facing supporting face that is at least about 4″ inches wide and resists downward forces. A series of laterally adjacent concrete dome segments creates a dome that has a vaulted upper surface and essentially covers the internal area. Each of the dome segments has an outer end that sits on the supporting face of the ringbeam, and an inner end that is positioned above the outer end. Lateral sides on each segment define a segment angle, and the sum of the segment angles of the adjacent segments is less than 360 degrees. Fill sections extend between adjacent dome segments. A pourback creates a continuous surface from the top of the upper wall on the ringbeam to a raised portion of the dome segments. A steel liner covers the dome. The liner has a vaulted upper surface and is connected to the tank shell. In building the tank, precast dome segments can be temporarily supported, with the support being removed after all the segments are placed.

    摘要翻译: 所公开的液体储罐具有混凝土塔架部分。 在塔架部分上方的钢罐壳体包括容积至少为100,000美制加仑的罐体积。 在塔架部分顶部的混凝土环梁包围环梁和从罐体内延伸到塔架部分内部的通道管之间的内部区域。 环形梁具有在至少约4英寸宽并且抵抗向下的力的环形的面向上的支撑面上方的整体上壁。 一系列横向相邻的混凝土圆顶段产生具有拱形上表面并且基本上覆盖内部区域的圆顶。 每个圆顶段具有位于环形梁的支撑面上的外端,以及位于外端上方的内端。 每个段上的横向边界定义一个段角度,相邻段的段角之和小于360度。 填充段在相邻的圆顶段之间延伸。 倾倒产生从环形梁上的上部的顶部到圆顶段的凸起部分的连续表面。 钢衬套覆盖了圆顶。 衬管具有拱形的上表面并连接到罐壳。 在建造坦克时,可以临时支撑预制拱顶段,在所有段放置后,支撑被移除。

    Method of building elevated water storage tanks
    4.
    发明授权
    Method of building elevated water storage tanks 有权
    建造高架蓄水池的方法

    公开(公告)号:US08261510B2

    公开(公告)日:2012-09-11

    申请号:US12112574

    申请日:2008-04-30

    IPC分类号: E04B1/00 E04B7/00

    CPC分类号: E04H12/30

    摘要: The disclosed liquid storage tank has a concrete tower section. A steel tank shell above the tower section encompasses a tank volume that has a capacity of at least 100,000 U.S. gallons. A concrete ringbeam at the top of the tower section surrounds an internal area between the ringbeam and an access tube that extends from within the tank volume into an interior of the tower section. The ringbeam has an integral upper wall above a ring-shaped, upwardly-facing supporting face that is at least about 4″ inches wide and resists downward forces. A series of laterally adjacent concrete dome segments creates a dome that has a vaulted upper surface and essentially covers the internal area. Each of the dome segments has an outer end that sits on the supporting face of the ringbeam, and an inner end that is positioned above the outer end. Lateral sides on each segment define a segment angle, and the sum of the segment angles of the adjacent segments is less than 360 degrees. Fill sections extend between adjacent dome segments. A pourback creates a continuous surface from the top of the upper wall on the ringbeam to a raised portion of the dome segments. A steel liner covers the dome. The liner has a vaulted upper surface and is connected to the tank shell. In building the tank, precast dome segments can be temporarily supported, with the support being removed after all the segments are placed.

    摘要翻译: 所公开的液体储罐具有混凝土塔架部分。 在塔架部分上方的钢罐壳体包括容积至少为100,000美制加仑的罐体积。 在塔架部分顶部的混凝土环梁包围环梁和从罐体内延伸到塔架部分内部的通道管之间的内部区域。 环形梁在环形的向上的支撑面上方具有一个整体的上壁,该支撑面至少约4英寸宽并抵抗向下的力。 一系列横向相邻的混凝土圆顶段产生具有拱形上表面并且基本上覆盖内部区域的圆顶。 每个圆顶段具有位于环形梁的支撑面上的外端,以及位于外端上方的内端。 每个段上的横向边界定义一个段角度,相邻段的段角之和小于360度。 填充段在相邻的圆顶段之间延伸。 倾倒产生从环形梁上的上部的顶部到圆顶段的凸起部分的连续表面。 钢衬套覆盖了圆顶。 衬管具有拱形的上表面并连接到罐壳。 在建造坦克时,可以临时支撑预制拱顶段,在所有段放置后,支撑被移除。