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    • 64. 发明申请
    • DIRECT POWER COMPACTION METHOD
    • 直接功率压缩方法
    • US20160348329A1
    • 2016-12-01
    • US15167984
    • 2016-05-27
    • JAFEC USA, Inc.
    • Shigeru TakeshimaTsuyoshi Takahashi
    • E02D3/054
    • E02D3/054E02D3/046E02D7/18
    • The system, method and apparatus described relates generally to a method of Direct Power Compaction (DPC). In one example embodiment to methods, apparatus, and systems to compact loose ground by vibration and compaction of H piles driven by vibrators or drivers (vibro-hammer). The DPC method is an efficient and highly economical technique for densifying loose soils. In the procedure piles, with an innovative H pattern structure, are driven in the ground using a combination of downward and vibratory force to move particles of the loose or sandy soil closer together and reduce the voids between them. Subsequent backfilling and vibration at the H-pile sites achieves the highest density possible and provides for an improvement ground soil structure and load bearing capacity.
    • 所描述的系统,方法和装置一般涉及直接电力压实(DPC)的方法。 在一个示例性实施例中,涉及通过由振动器或驱动器(振动锤)驱动的H堆的振动和压实来压实松散地面的方法,装置和系统。 DPC方法是一种有效和高效的技术,用于致密松散的土壤。 在具有创新的H图案结构的程序堆中,使用向下和振动力的组合在地面上驱动以将松散或沙质土壤的颗粒移动到更近处,并减少它们之间的空隙。 H堆桩位置的后续回填和振动可实现最高密度,并提供改进的土壤结构和承载能力。
    • 65. 发明申请
    • VIBRATING RAM APPARATUS AND METHOD FOR OPERATING THE SAME
    • 振动RAM装置及其操作方法
    • US20160069357A1
    • 2016-03-10
    • US14784016
    • 2014-03-31
    • THYSSENKRUPP TIEFBAUTECHNIK GMBH
    • Jochen SPOHR
    • F15B9/14F15B15/18
    • F15B9/14E02D7/18F02D17/04F02D29/04F15B15/18
    • The invention relates to a method for operating a vibrating ram arrangement comprising a hydraulic assembly with a hydraulic pump driven by an internal combustion engine, a vibrator connected to the hydraulic assembly in a hydraulic circuit, a hydraulic clamping device connected to the vibrator for a material to be rammed, and a controller, with which a fluid flow through a hydraulic motor of the vibrator can be activated and deactivated and with which the hydraulic clamping device can be closed and opened. According to the invention, the controller requests at least one operating state value during a pause in the operation when the vibrator is deactivated and automatically stops the internal combustion engine if the operating state value corresponds to a specified value. Additionally, the controller automatically starts the internal combustion engine in order to resume the vibrating ram operation in the event of a user signal.
    • 本发明涉及一种用于操作振动压头装置的方法,该方法包括具有由内燃机驱动的液压泵的液压组件,在液压回路中连接到液压组件的振动器,用于材料连接到振动器的液压夹紧装置 以及控制器,通过该控制器可以启动和停用通过振动器的液压马达的流体流动,并且液压夹紧装置可以通过该控制器被关闭和打开。 根据本发明,如果操作状态值对应于指定值,则控制器在振动器停用时在暂停期间请求至少一个操作状态值,并且如果操作状态值对应于指定值则自动停止内燃机。 此外,控制器自动启动内燃机,以便在用户信号的情况下恢复振动压头操作。
    • 66. 发明授权
    • Concrete sheet pile clamp assemblies and methods and pile driving systems for concrete sheet piles
    • 混凝土板桩桩组件及混凝土桩桩施工方法及打桩系统
    • US09249551B1
    • 2016-02-02
    • US13794615
    • 2013-03-11
    • American Piledriving Equipment Inc.
    • David White
    • E02D7/18E02D13/00E02D11/00
    • E02D7/18E02D11/00E02D13/00
    • A clamp assembly for a pile driving system for driving a concrete sheet pile, the clamp assembly comprising a clamp body, a first clamp member supported relative to the clamp body, and a second clamp member supported for movement relative to the clamp body, and a bumper member. A clamp region is formed between the first and second clamp members. The bumper member is supported relative to the clamp body above the clamp region. The clamp body is configured such that the concrete sheet pile enters the clamp region from below. The second clamp member is displaced towards the first clamp member to engage the concrete sheet pile in the clamp region. The bumper member resiliently deforms to inhibit direct transmission of forces between the concrete sheet pile and the clamp body during driving of the concrete sheet pile.
    • 一种用于驱动混凝土板桩的打桩系统的夹具组件,所述夹具组件包括夹紧体,相对于所述夹具主体支撑的第一夹紧构件以及被支撑为相对于所述夹具主体运动的第二夹紧构件,以及 保险杠会员 夹紧区域形成在第一和第二夹紧构件之间。 保险杠构件相对于夹紧区域上方的夹具体被支撑。 夹具体构造成使得混凝土板桩从下方进入夹紧区域。 第二夹紧构件朝向第一夹紧构件移动以与夹紧区域中的混凝土板桩接合。 保险杠构件在混凝土板桩的驱动期间弹性变形以阻止混凝土板桩和夹具体之间的力的直接传递。