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    • 1. 发明授权
    • Method for forming an elongate support structure
    • 用于形成细长支撑结构的方法
    • US09561632B2
    • 2017-02-07
    • US14111469
    • 2012-04-11
    • Tamas Dale Hume
    • Tamas Dale Hume
    • B28B21/60B29D99/00B28B21/38B28B23/06
    • B29D99/0003B28B21/38B28B21/60B28B23/06
    • A method for forming an elongate support structure having a central hollow portion is disclosed including arranging an elongate core member to extend horizontally and then forming a core assembly by locating a first tensioning member at a first end where the first tensioning member including tensioning elements extending from the first end of the core member along the outside of the core member to a second tensioning member located at the second end of the core member. An external mold assembly is attacked to the core assembly between the first and second tensioning members to form a combined mold and core assembly and to also form a cavity extending around and along the central core member through which the plurality of tensioning elements extend. The tensioning elements are then tensioned and the combined mold and core assembly is then positioned in an upright orientation and concrete injected into the cavity formed between the elongate core member and the external mold assembly.
    • 公开了一种用于形成具有中心中空部分的细长支撑结构的方法,该方法包括将细长芯部构件水平延伸,然后通过在第一端处定位第一张紧构件形成芯组件,其中第一张紧构件包括从 芯构件的第一端沿着芯构件的外侧延伸到位于芯构件的第二端的第二张紧构件。 外部模具组件被攻击到第一和第二张紧构件之间的芯组件以形成组合的模具和芯组件,并且还形成围绕并沿着中心芯构件延伸的空腔,多个张紧元件穿过该空腔延伸穿过该空腔。 然后张紧元件被拉紧,然后将组合的模具和芯组件定位成直立的方向,并将混凝土注入到形成在细长芯部件和外部模具组件之间的空腔中。
    • 2. 发明申请
    • METHOD AND SYSTEM FOR FORMING A SUPPORT STRUCTURE
    • 形成支持结构的方法和系统
    • US20140054820A1
    • 2014-02-27
    • US14111469
    • 2012-04-11
    • Tamas Dale Hume
    • Tamas Dale Hume
    • B29D99/00
    • B29D99/0003B28B21/38B28B21/60B28B23/06
    • A method for forming an elongate support structure having a central hollow portion is disclosed including arranging an elongate core member to extend horizontally and then forming a core assembly by locating a first tensioning member at a first end where the first tensioning member including tensioning elements extending from the first end of the core member along the outside of the core member to a second tensioning member located at the second end of the core member. An external mould assembly is attacked to the core assembly between the first and second tensioning members to form a combined mould and core assembly and to also form a cavity extending around and along the central core member through which the plurality of tensioning elements extend. The tensioning elements are then tensioned and the combined mould and core assembly is then positioned in an upright orientation and concrete injected into the cavity formed between the elongate core member and the external mould assembly.
    • 公开了一种用于形成具有中心中空部分的细长支撑结构的方法,该方法包括将细长芯部构件水平延伸,然后通过在第一端处定位第一张紧构件形成芯组件,其中第一张紧构件包括从 芯构件的第一端沿着芯构件的外侧延伸到位于芯构件的第二端的第二张紧构件。 外部模具组件被攻击到第一和第二张紧构件之间的芯组件以形成组合的模具和芯组件,并且还形成围绕并沿着中心芯构件延伸的空腔,多个张紧元件穿过该空腔延伸穿过该空腔。 然后张紧元件被拉紧,然后将组合的模具和芯组件定位成直立的方向,并将混凝土注入到形成在细长芯部件和外部模具组件之间的空腔中。