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    • 1. 发明授权
    • Pre-cast monolithic concrete stair with dual edge beams, method and mold
    • 预制整体式混凝土楼梯与双边梁,方法和模具
    • US08910434B2
    • 2014-12-16
    • US11943954
    • 2007-11-21
    • Mark E. ZirbelBryant A. Zavitz
    • Mark E. ZirbelBryant A. Zavitz
    • E04F11/00B28B7/22E04F11/02E04F11/116
    • B28B7/225E04F11/02E04F11/116
    • Pre-cast concrete stairs, molds for making pre-cast concrete stairs, and methods of casting pre-cast concrete stairs are provided. The stair is constructed with two beams that are cast with the stair steps as an integral monolithic structure. One of the beams (integral down edge beam) projects below the steps on one side, and the other (integral up edge beam) projects above the steps on the other side. The weight of the stairs and the weight of traffic on the steps creates compression on the tops of the integral down edge beam and integral up edge beam, and tension on the bottoms of the integral down edge beam and integral up edge beam, which enhances the combined strength of the beams. The asymmetric orientation of the members creates a stronger cross-section than if the beams were in the same plane horizontally, allowing greater load handing capability. Lightweight steps are suspended between the two beams.
    • 提供预制混凝土楼梯,预制混凝土楼梯模具,浇筑预制混凝土楼梯的方法。 楼梯由两个横梁构成,这两个梁以阶梯台阶作为一体的整体结构。 一个梁(整体下缘梁)突出在一侧的台阶下方,另一个(整体上缘梁)突出在另一侧的台阶之上。 台阶的重量和台阶上的交通重量在整体下缘梁和整体上缘梁的顶部产生压缩,并且在整体下缘梁和整体上缘梁的底部产生张力,这增强了 梁的组合强度。 构件的非对称取向产生比横梁在同一平面上水平的横截面更强,允许更大的载荷处理能力。 两个梁之间悬挂着轻量级的台阶。
    • 2. 发明申请
    • PRE-CAST MONOLITHIC CONCRETE STAIR WITH DUAL EDGE BEAMS, METHOD AND MOLD
    • 具有双边边框,方法和模具的预制混凝土混凝土
    • US20080115429A1
    • 2008-05-22
    • US11943954
    • 2007-11-21
    • Mark E. ZirbelBryant A. Zavitz
    • Mark E. ZirbelBryant A. Zavitz
    • E04F11/02B28B7/22E04B5/04E04H17/12E04G13/06E04C2/04
    • B28B7/225E04F11/02E04F11/116
    • Pre-cast concrete stairs, molds for making pre-cast concrete stairs, and methods of casting pre-cast concrete stairs are provided. The stair is constructed with two beams that are cast with the stair steps as an integral monolithic structure. One of the beams (integral down edge beam) projects below the steps on one side, and the other (integral up edge beam) projects above the steps on the other side. The weight of the stairs and the weight of traffic on the steps creates compression on the tops of the integral down edge beam and integral up edge beam, and tension on the bottoms of the integral down edge beam and integral up edge beam, which enhances the combined strength of the beams. The asymmetric orientation of the members creates a stronger cross-section than if the beams were in the same plane horizontally, allowing greater load handing capability. Lightweight steps are suspended between the two beams.
    • 提供预制混凝土楼梯,预制混凝土楼梯模具,浇筑预制混凝土楼梯的方法。 楼梯由两个横梁构成,这两个梁以阶梯台阶作为一体的整体结构。 一个梁(整体下缘梁)突出在一侧的台阶下方,另一个(整体上缘梁)突出在另一侧的台阶之上。 台阶的重量和台阶上的交通重量在整体下缘梁和整体上缘梁的顶部产生压缩,并且在整体下缘梁和整体上缘梁的底部产生张力,这增强了 梁的组合强度。 构件的非对称取向产生比横梁在同一平面上水平的横截面更强,允许更大的载荷处理能力。 两个梁之间悬挂着轻量级的台阶。
    • 6. 发明申请
    • BASE SUPPORT FOR WIND-DRIVEN POWER GENERATORS
    • 风力发电机的基础支持
    • US20090308006A1
    • 2009-12-17
    • US12482621
    • 2009-06-11
    • Bryant A. ZavitzKevin L. Kirkley
    • Bryant A. ZavitzKevin L. Kirkley
    • E02D27/50E02D27/00E02D27/32
    • E04H12/20B28B1/24B28B13/06E02D27/425E04B1/20E04H12/12E04H12/342F03D13/10F03D13/22F05B2240/9121F05B2240/913Y02E10/728Y10S416/06
    • Disclosed are apparatus and corresponding methodology for providing a base support, such as including concrete, and used such as for a wind-driven generator. Precast concrete cylinders are stacked in place upon a platform that may be partially precast and partially cast in place during assembly and supported, in certain embodiments, by plural concrete legs, the other ends of which are supported on a unitary or subdivided concrete foundation. In other embodiments, the platform may be supported by ribbed concrete panels. The concrete cylinders are glued together using an epoxy and then secured by an internal vertical post tension system extending from the platform to the upper most cylinder. Different types of concrete are used between upper and lower sections of the stacked cylinders. The lower section uses reinforced concrete while the upper section used ultra high performance fiber reinforced concrete.
    • 公开了用于提供诸如包括混凝土在内的基座支撑件的装置和相应的方法,并且用于风力发电机。 预制混凝土圆柱体堆叠在一个平台上,该平台可以在组装期间部分预制和部分地浇铸就位,并且在某些实施例中由多个混凝土支柱支撑,其另一端支撑在整体或细分的混凝土基础上。 在其他实施例中,平台可以由肋状混凝土板支撑。 混凝土圆柱体使用环氧树脂胶合在一起,然后通过从平台延伸到最上面的气缸的内部垂直后张紧系统固定。 不同类型的混凝土在层叠圆柱体的上部和下部之间使用。 下段采用钢筋混凝土,上段采用超高性能纤维混凝土。
    • 7. 发明授权
    • Base support for wind-driven power generators
    • 基础支持风力发电机
    • US08458970B2
    • 2013-06-11
    • US12482621
    • 2009-06-11
    • Bryant A. ZavitzKevin L. Kirkley
    • Bryant A. ZavitzKevin L. Kirkley
    • E04H12/16E02D27/42
    • E04H12/20B28B1/24B28B13/06E02D27/425E04B1/20E04H12/12E04H12/342F03D13/10F03D13/22F05B2240/9121F05B2240/913Y02E10/728Y10S416/06
    • Disclosed are apparatus and corresponding methodology for providing a base support, such as including concrete, and used such as for a wind-driven generator. Precast concrete cylinders are stacked in place upon a platform that may be partially precast and partially cast in place during assembly and supported, in certain embodiments, by plural concrete legs, the other ends of which are supported on a unitary or subdivided concrete foundation. In other embodiments, the platform may be supported by ribbed concrete panels. The concrete cylinders are glued together using an epoxy and then secured by an internal vertical post tension system extending from the platform to the upper most cylinder. Different types of concrete are used between upper and lower sections of the stacked cylinders. The lower section uses reinforced concrete while the upper section used ultra high performance fiber reinforced concrete.
    • 公开了用于提供诸如包括混凝土在内的基座支撑件的装置和相应的方法,并且用于风力发电机。 预制混凝土圆柱体堆叠在一个平台上,该平台可以在组装期间部分预制和部分地浇铸就位,并且在某些实施例中由多个混凝土支柱支撑,其另一端支撑在整体或细分的混凝土基础上。 在其他实施例中,平台可以由肋状混凝土板支撑。 混凝土圆柱体使用环氧树脂胶合在一起,然后通过从平台延伸到最上面的气缸的内部垂直后张紧系统固定。 不同类型的混凝土在层叠圆柱体的上部和下部之间使用。 下段采用钢筋混凝土,上段采用超高性能纤维混凝土。
    • 10. 发明授权
    • Base support for wind-driven power generators
    • 基础支持风力发电机
    • US08322093B2
    • 2012-12-04
    • US12482634
    • 2009-06-11
    • Bryant A. ZavitzKevin L. Kirkley
    • Bryant A. ZavitzKevin L. Kirkley
    • E02D27/34E04C3/34E04C5/00
    • E04H12/20B28B1/24B28B13/06E02D27/425E04B1/20E04H12/12E04H12/342F03D13/10F03D13/22F05B2240/9121F05B2240/913Y02E10/728Y10S416/06
    • Disclosed are apparatus and corresponding methodology for providing a base support, such as including concrete, and used such as for a wind-driven generator. Precast concrete cylinders are stacked in place upon a platform that may be partially precast and partially cast in place during assembly and supported, in certain embodiments, by plural concrete legs, the other ends of which are supported on a unitary or subdivided concrete foundation. In other embodiments, the platform may be supported by ribbed concrete panels. The concrete cylinders are glued together using an epoxy and then secured by an internal vertical post tension system extending from the platform to the upper most cylinder. Different types of concrete are used between upper and lower sections of the stacked cylinders. The lower section uses reinforced concrete while the upper section used ultra high performance fiber reinforced concrete.
    • 公开了用于提供诸如包括混凝土在内的基座支撑件的装置和相应的方法,并且用于风力发电机。 预制混凝土圆柱体堆叠在一个平台上,该平台可以在组装期间部分预制和部分地浇铸就位,并且在某些实施例中由多个混凝土支柱支撑,其另一端支撑在整体或细分的混凝土基础上。 在其他实施例中,平台可以由肋状混凝土板支撑。 混凝土圆柱体使用环氧树脂胶合在一起,然后通过从平台延伸到最上面的气缸的内部垂直后张紧系统固定。 不同类型的混凝土在层叠圆柱体的上部和下部之间使用。 下段采用钢筋混凝土,上段采用超高性能纤维混凝土。