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    • 53. 发明授权
    • Methods and apparatus for force management in fall protection apparatus
    • 防坠落装置中的力量管理方法和装置
    • US09458640B2
    • 2016-10-04
    • US14078267
    • 2013-11-12
    • HIGH ENGINEERING CORP.
    • Greg Small
    • F16M13/00E04G21/32A62B35/00A62B35/04
    • E04G21/329A62B35/0056A62B35/0068A62B35/04E04G21/3295Y10T29/4973
    • Methods of force management for a force management anchor (FMA) include apparatus between a post and a base plate that resist post rotation under fall loads, the apparatus resisting said rotation at a constant torque. A peak constant torque is less than a torsional “tear-out” capacity of a surface for maximizing energy absorption. While the fall force vector remains generally parallel to the base plate during a fall, the post is movable between an upstanding and a lowered orientation resulting in a variable moment arm and a resisting force that also varies for maintaining the torque substantially constant. Apparatus can include devices between the post and the base plate such as a torsion rod, a friction clutch or a cam arrangement. Other approached include designed deformation of the post itself, such as a through tapered post.
    • 用于力量管理锚(FMA)的力管理方法包括在下降载荷下阻止后旋转的柱和基板之间的装置,该装置以恒定扭矩抵抗所述旋转。 峰值恒定转矩小于用于最大化能量吸收的表面的扭转“撕出”能力。 虽然坠落力矢量在坠落期间保持大致平行于基板,但是柱可以在直立和降低的方向之间移动,导致可变力矩臂和抵抗力,其也为了保持扭矩基本恒定而变化。 设备可以包括柱和基板之间的装置,例如扭力杆,摩擦离合器或凸轮装置。 其他接近的包括柱自身的设计变形,例如贯通锥形柱。
    • 55. 发明授权
    • Space saving anchor point for a concrete structure
    • 具体结构的节省空间的锚点
    • US09359779B2
    • 2016-06-07
    • US14971456
    • 2015-12-16
    • Mark A. Borchardt
    • Mark A. Borchardt
    • E04B1/38E04C5/00E04G21/32A62B35/00F16M13/02
    • E04G21/3276A62B35/0068E04B1/415E04G15/04E04G21/3295F16M13/02
    • A space saving anchor point for a concrete deck or column. The anchor point includes an external rigid member that attaches to the elongated receiver box and becomes embedded into the concrete. The external rigid member may be a T-shaped bracket with an elongated main flange and two parallel side flanges or two L-shaped brackets each with a main flange and a perpendicularly aligned side flange. Formed between the two side flanges on the T-bracket is a center space that receives an elongated receiver box. The elongated box is a partially enclosed structure with a lower opening that communicates with an interior cavity. Extending between the side flanges and transversely through the interior cavity is a rod with its opposite ends that extend laterally from the sides of the side flanges and become covered with concrete. Attached to the portion of the rod located inside the elongated box's interior cavity is an elongated connector plate. The connector plate is assembled on the rod and is configured to rotate around the rod and move longitudinally inward inside the interior cavity to hidden position or moved outward from the interior cavity partially exposing the plates' second opening.
    • 混凝土甲板或柱的节省空间的锚点。 锚点包括附接到细长的接收器盒并被嵌入到混凝土中的外部刚性构件。 外部刚性构件可以是具有细长主凸缘和两个平行的侧凸缘或两个L形支架的T形支架,每个具有主凸缘和垂直对准的侧凸缘。 形成在T形托架上的两侧凸缘之间的是一个中心空间,该中心空间接收一个细长的接收盒。 细长的盒子是具有与内部空腔连通的下部开口的部分封闭的结构。 在侧凸缘之间延伸并且横向穿过内腔是一杆,其相对端从侧凸缘的侧面横向延伸并且被混凝土覆盖。 连接到位于细长箱的内部空腔内部的杆的部分是细长的连接板。 连接器板组装在杆上并被构造成围绕杆旋转并且在内部空腔内纵向向内移动到隐藏位置或从内部空腔向外移动,部分地暴露板的第二开口。
    • 58. 发明授权
    • Traveling fall protection system
    • 旅行秋季保护系统
    • US08978820B2
    • 2015-03-17
    • US11696412
    • 2007-04-04
    • Solomon Marini
    • Solomon Marini
    • A62B35/00E04G21/32
    • A62B35/0068A62B35/0056E04G21/3261E04G21/3295
    • The invention provides a fall protection system for an individual maneuvering about a structure, the structure having structure sections disposed equidistant from each other and at least one transverse section extending between the equidistant sections, the system generally including a first cable support disposed on one of the equidistant structure sections, a second cable support disposed on another of the equidistant structure sections, a transverse cable support extending between the first and second cable supports, a rigid member operably associated with the transverse cable support and configured to span the distance between the first and second cable supports, and a personal fall arrest assembly attached to and movable relative to the transverse cable support, the transverse cable support and the rigid member are further configured to move relative to the equidistant and transverse structure sections and relative to the first and second cable supports.
    • 本发明提供了一种用于单个操纵围绕结构的坠落保护系统,该结构具有彼此等距离设置的结构部分和在等距部分之间延伸的至少一个横截面,该系统通常包括设置在其中一个上的第一缆索支架 等距结构部分,设置在另一个等距结构部分上的第二电缆支撑件,在第一和第二电缆支撑件之间延伸的横向电缆支撑件,与横向电缆支撑件可操作地相关联并且构造成跨越第一和第二电缆支架之间的距离的刚性构件 第二缆线支撑件和附接到并可相对于横向缆线支撑件移动的个人防坠落组件,横向缆索支撑件和刚性构件进一步构造成相对于等距和横向结构部分相对于第一和第二缆线 支持。
    • 59. 发明申请
    • METHODS AND APPARATUS FOR FORCE MANAGEMENT IN FALL PROTECTION APPARATUS
    • 防护装置中力量管理的方法和装置
    • US20140346312A1
    • 2014-11-27
    • US14078267
    • 2013-11-12
    • HIGH ENGINEERING CORP.
    • Greg Small
    • E04G21/32F16M13/02
    • E04G21/329A62B35/0056A62B35/0068A62B35/04E04G21/3295Y10T29/4973
    • Methods of force management for a force management anchor (FMA) include apparatus between a post and a base plate that resist post rotation under fall loads, the apparatus resisting said rotation at a constant torque. A peak constant torque is less than a torsional “tear-out” capacity of a surface for maximizing energy absorption. While the fall force vector remains generally parallel to the base plate during a fall, the post is movable between an upstanding and a lowered orientation resulting in a variable moment arm and a resisting force that also varies for maintaining the torque substantially constant. Apparatus can include devices between the post and the base plate such as a torsion rod, a friction clutch or a cam arrangement. Other approached include designed deformation of the post itself, such as a through tapered post.
    • 用于力量管理锚(FMA)的力管理方法包括在下降载荷下阻止后旋转的柱和基板之间的装置,该装置以恒定扭矩抵抗所述旋转。 峰值恒定转矩小于用于最大化能量吸收的表面的扭转“撕出”能力。 虽然坠落力矢量在坠落期间保持大致平行于基板,但是柱可以在直立和降低的方向之间移动,导致可变力矩臂和抵抗力,其也为了保持扭矩基本恒定而变化。 设备可以包括柱和基板之间的装置,例如扭力杆,摩擦离合器或凸轮装置。 其他接近的包括柱自身的设计变形,例如贯通锥形柱。
    • 60. 发明申请
    • SLOPED ROOF FALL ARREST SYSTEM AND BRACE
    • 斜坡屋顶系统和布置
    • US20140339016A1
    • 2014-11-20
    • US14294342
    • 2014-06-03
    • Raymond HopkinsPeter Stapleton
    • Raymond HopkinsPeter Stapleton
    • E04G21/32A62B35/00
    • E04G21/3214A62B35/0068E04G21/328E04G21/3295
    • A slip-on eave brace and a system incorporating the same for providing fall arrest on a sloped roof is disclosed. The slip-on eave brace has a soffit load distributing member, a vertical member coupled to the soffit load distributing member at one end portion thereof, and a sloped roof engaging member coupled to an opposite end portion of the vertical member. A safety line attachment member is fixed to an opposite end portion of sloped roof engaging member to the coupling with the vertical member. In a fall arrest event, fall forces are transferred via the safety line into the slip-on eave brace and into the eave of a sloped roof. A sloped roof fall arrest system can use one or more slip-on cave braces to provide fall protection to one or more workers on a sloped roof.
    • 公开了一种滑盖式屋檐支架及其系统,用于在斜屋顶上提供坠落停止。 滑动式屋顶撑杆具有拱形载荷分配构件,垂直构件,其一端连接到拱腹载荷分配构件,以及倾斜屋顶接合构件,其联接到垂直构件的相对端部。 安全线连接构件固定到倾斜屋​​顶接合构件的与垂直构件的联接件的相对端部。 在秋季逮捕事件中,秋天的力量通过安全线路转移到滑入的屋檐支架中并进入斜屋顶的屋檐。 倾斜的屋顶坠落系统可以使用一个或多个滑溜的洞穴支架为斜坡屋顶上的一个或多个工人提供防坠落。