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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
    • ANCHORING ADHESIVE COMBINATION AND INTEGRATED METHOD OF APPLYING IT
    • 安装胶粘剂组合及其综合应用方法
    • WO2011011229A1
    • 2011-01-27
    • PCT/US2010/041889
    • 2010-07-14
    • ILLINOIS TOOL WORKS INC.DUBON, WilliamCABAJ, Stanley, J.MCGAREL, Owen, J.TURCK, Robert, L.ROURKE, Andrew, J.MEHTA, Deepak, H.
    • DUBON, WilliamCABAJ, Stanley, J.MCGAREL, Owen, J.TURCK, Robert, L.ROURKE, Andrew, J.MEHTA, Deepak, H.
    • F16B39/02
    • F16B13/145F16B13/144
    • An anchoring adhesive combination includes a slug or package of chemical anchoring adhesive having a proximal end and a distal end and a rod which can be a penetrator having a pointed proximal end, and open distal end, and a threaded or corrugated outer surface. The pointed proximal end of the penetrator is connected to the distal end of the slug or package of chemical anchoring adhesive so that the pointed proximal end is at least partially surrounded by chemical anchoring adhesive. The open distal end of the penetrator receives a proximal end of an anchor pin to form a combination of anchor pin, penetrator and slug or package of anchoring adhesive in series. By placing the combination adjacent to a borehole and simply pounding a distal end of the anchor pin an integrated method is performed whereby a) anchoring adhesive is released and mixed in the borehole, b) the inner wall of the borehole is scrubbed and scored by the outer surface of the penetrator, and c) the anchor pin is both mechanically anchored in the borehole using the penetrator and chemically anchored using the mixed chemical anchoring adhesive.
    • 锚固粘合剂组合包括具有近端和远端的化学锚定粘合剂的塞子或包装,以及可以是具有尖端近端和敞开的远端以及螺纹或波纹状外表面的穿透器的杆。 穿透器的尖端近端连接到化学锚定粘合剂的塞子或包装的远端,使得尖端的近端至少部分地被化学锚定粘合剂包围。 穿透器的开放远端接收锚定销的近端,以形成锚固销,穿透器和锚固或组合的锚固粘合剂的组合。 通过将组合物邻近钻孔放置并简单地敲击锚定销的远端,执行一体化方法,其中a)锚定粘合剂被释放并在钻孔中混合,b)钻孔的内壁被擦洗并由 穿透器的外表面,以及c)使用穿透器将锚固销钉机械地锚固在钻孔中,并使用混合的化学锚定粘合剂进行化学锚定。
    • 3. 发明申请
    • POWDER-ACTUATED MECHANICAL LOCK CONCRETE ANCHOR
    • 粉末驱动机械锁结构锚固器
    • WO2009061872A1
    • 2009-05-14
    • PCT/US2008/082560
    • 2008-11-06
    • ILLINOIS TOOL WORKS INC.DUBON, William
    • DUBON, William
    • E21D21/00F16B19/12
    • F16B19/125
    • A powder-actuated mechanical lock concrete anchor (300), wherein the lower end portion of the concrete anchor is adapted to be disposed within the lower end portion of a blind bore (304) drilled within a concrete substrate (302), and wherein a powder-actuated mechanical locking device (312) is located within the lower end portion of the concrete anchor such that when the powder-actuated mechanism of the powder-actuated mechanical locking device is in fact actuated, either electrically or mechanically, the mechanical locking device will effectively be expanded radially outwardly so as to be lockingly engaged within lower side wall portions of the concrete substrate so as to in fact mechanically lock the concrete anchor within the blind bore drilled within the concrete substrate.
    • 一种粉末致动的机械锁混凝土锚固件(300),其中所述混凝土锚固件的下端部适于设置在在混凝土基板(302)内钻出的盲孔(304)的下端部分内,并且其中 粉末致动机械锁定装置(312)位于混凝土锚固件的下端部分内,使得当粉末驱动的机械锁定装置的粉末致动机构实际上是电动或机械地致动时,机械锁定装置 将有效地径向向外扩张,以便锁定地接合在混凝土基板的下侧壁部分内,实际上将混凝土锚固件机械地锁定在混凝土基板内钻孔的盲孔内。
    • 5. 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。