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    • 1. 发明申请
    • METHOD FOR DESIGNING CONCRETE ANCHORING CONSTRUCTION ASSEMBLIES
    • 混凝土结构装配设计方法
    • WO2011084935A3
    • 2014-09-12
    • PCT/US2011020073
    • 2011-01-04
    • ILLINOIS TOOL WORKSDUBON WILLIAMTURCK ROBERT LOUIS
    • DUBON WILLIAMTURCK ROBERT LOUIS
    • E04B1/41
    • E04B1/4157
    • A method of designing a construction assembly including an anchor fastener mounted in a concrete substrate is provided. The method includes the steps of determining a minimum required load capacity for the construction assembly, providing a graph that includes plots of load capacity versus embedment depth for one or more design parameters of interest, using the graph to select design parameters which result in a construction assembly load capacity at least as high as the minimum required load capacity, and using the selected design parameters to build the construction assembly. The graph may be generated according to standard procedures for construction assemblies that employ chemical anchoring adhesives, or according to different standard procedures for construction assemblies that employ only mechanical anchoring techniques.
    • 提供了一种设计包括安装在混凝土基板中的锚定紧固件的构造组件的方法。 该方法包括以下步骤:确定构造组件的最小所需负载能力,提供包括对于感兴趣的一个或多个设计参数的负载能力与嵌入深度的曲线图,以使用图来选择导致结构的设计参数 组装负载能力至少与最小所需负载能力一样高,并且使用所选择的设计参数来构建施工组件。 该图可以根据使用化学锚定粘合剂的构造组件的标准程序或根据仅使用机械锚固技术的构造组件的不同标准程序来生成。
    • 2. 发明申请
    • METHOD FOR DESIGNING CONCRETE ANCHORING CONSTRUCTION ASSEMBLIES
    • 混凝土结构装配设计方法
    • WO2011084935A2
    • 2011-07-14
    • PCT/US2011/020073
    • 2011-01-04
    • ILLINOIS TOOL WORKS INC.DUBON, WilliamTURCK, Robert, Louis
    • DUBON, WilliamTURCK, Robert, Louis
    • G06F17/50E04B1/38
    • E04B1/4157
    • A method of designing a construction assembly including an anchor fastener mounted in a concrete substrate is provided. The method includes the steps of determining a minimum required load capacity for the construction assembly, providing a graph that includes plots of load capacity versus embedment depth for one or more design parameters of interest, using the graph to select design parameters which result in a construction assembly load capacity at least as high as the minimum required load capacity, and using the selected design parameters to build the construction assembly. The graph may be generated according to standard procedures for construction assemblies that employ chemical anchoring adhesives, or according to different standard procedures for construction assemblies that employ only mechanical anchoring techniques.
    • 提供了一种设计包括安装在混凝土基板中的锚定紧固件的构造组件的方法。 该方法包括以下步骤:确定构造组件的最小所需负载能力,提供包括对于感兴趣的一个或多个设计参数的负载能力与嵌入深度的曲线图,以使用图来选择导致结构的设计参数 组装负载能力至少与最小所需负载能力一样高,并且使用所选择的设计参数来构建施工组件。 该图可以根据使用化学锚定粘合剂的构造组件的标准程序或根据仅使用机械锚固技术的构造组件的不同标准程序来生成。