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    Foamed cement compositions containing metal silicides usable in subterranean well operations
    53.
    发明授权
    Foamed cement compositions containing metal silicides usable in subterranean well operations 有权
    包含可用于地下井作业的金属硅化物的发泡水泥组合物

    公开(公告)号：US09494012B2

    公开(公告)日：2016-11-15

    申请号：US14126350

    申请日：2012-06-14

    申请人： James S. Falcone ,  Paul H. Krumrine ,  Michael Lefenfeld

    发明人： James S. Falcone ,  Paul H. Krumrine ,  Michael Lefenfeld

    IPC分类号： C04B7/00 ,  C04B14/04 ,  E21B33/14 ,  C09K8/58 ,  E21B43/24 ,  C04B7/02 ,  C09K8/46 ,  E02D3/12 ,  E21B33/138

    CPC分类号： E21B33/14 ,  C04B7/02 ,  C09K8/46 ,  C09K8/58 ,  E02D3/12 ,  E21B33/138 ,  E21B43/24 ,  E21B43/2408

    摘要： The invention relates to cement compositions containing a metal silicide such as an alkali metal silicide or an alkaline earth metal silicide. Upon mixing with water, the metal silicide reacts to generate hydrogen gas, a silicate, and heat—each of which is advantageous for the large variety of uses to which cements are put. The invention relates to a foamable cement composition comprising about 99.999 wt % to about 98.5 wt % of a cement, and about 0.001 wt % to about 1.5 wt % of a metal silicide or a mixture of metal silicides. Concretes and grouts containing the cement composition are also disclosed. Other embodiments provide methods for forming cement structures, including in subterranean formations and wells.

    摘要翻译： 本发明涉及含有金属硅化物如碱金属硅化物或碱土金属硅化物的水泥组合物。 当与水混合时，金属硅化物反应产生氢气，硅酸盐和热 - 其中每一种都有利于水泥的各种用途。 本发明涉及包含约99.999重量％至约98.5重量％的水泥和约0.001重量％至约1.5重量％的金属硅化物或金属硅化物的混合物的可发泡水泥组合物。 还公开了含有水泥组合物的混凝土和水泥浆。 其他实施方案提供了用于形成水泥结构的方法，包括在地下地层和井中。

    Process for dynamic design of pile foundation systems using tunable pile members capable of absorbing vibrations
    54.
    发明授权
    Process for dynamic design of pile foundation systems using tunable pile members capable of absorbing vibrations 有权
    使用能够吸收振动的可调桩构件的桩基系统的动态设计过程

    公开(公告)号：US09471721B1

    公开(公告)日：2016-10-18

    申请号：US14730278

    申请日：2015-06-04

    申请人： Bernard J. Gochis

    发明人： Bernard J. Gochis

    IPC分类号： E02D5/52 ,  G06F17/50 ,  E02D1/02 ,  E02D3/12

    CPC分类号： E02D5/523 ,  E02D1/022 ,  E02D3/12 ,  E02D7/02 ,  G06F17/5004

    摘要： There is disclosed a process for making a foundation system for a platform. In an embodiment, the process includes obtaining design data relating to load and soil characteristics; performing modal tests on a pile member installed in soil to determine natural frequency of the pile member; performing vibration tests on a pile member to determine stiffness; forming a model of using data obtained; testing, in silico, how the model responds to frequencies in a range of the equipment; adjusting, in silico, the model to satisfy design criteria; forming, in silico, a plan of a foundation system based on the adjusted model; installing the foundation system based on the plan; performing vibration tests on the installed foundation system, and measuring vibration levels; and adjusting the foundation system to avoid resonance at a natural frequency by one of stiffen vibrations or dampen vibrations. Other embodiments are also disclosed.

    摘要翻译： 公开了一种用于制造平台的基础系统的过程。 在一个实施例中，该过程包括获得与负载和土壤特性相关的设计数据; 对安装在土壤中的桩身进行模态试验，以确定桩身的固有频率; 对桩身进行振动试验以确定刚度; 形成使用数据的模型; 测试，在电脑中，模型如何响应一系列设备中的频率; 按照电脑调整模型以满足设计标准; 根据调整后的模型，形成一个基础系统的计划; 基于计划安装基础系统; 对安装的基础系统进行振动试验，并测量振动水平; 并调整基础系统以通过加强振动或阻尼振动之一来避免固有频率的共振。 还公开了其他实施例。

    Method and arrangement for supporting structure
    56.
    发明授权
    Method and arrangement for supporting structure 有权
    支撑结构的方法和布置

    公开(公告)号：US09200422B2

    公开(公告)日：2015-12-01

    申请号：US13995806

    申请日：2011-12-19

    申请人： Sami Hakkinen ,  Tuomas Lievonen ,  Antti Perala

    发明人： Sami Hakkinen ,  Tuomas Lievonen ,  Antti Perala

    IPC分类号： E02D3/12 ,  E02D5/46 ,  E02D27/34

    CPC分类号： E02D5/46 ,  E02D27/34

    摘要： Method and arrangement for supporting a structure. Beneath the structure there is arranged a cohesion structure, which transfers the structure load through shaft adhesion to surrounding ground. The cohesion structure includes an expansion element having a wall of flexible material, inside which there is injected along an injecting pipe unreacted polymer, which reacts in the expansion element. The expansion element with the reacted polymer therein constitutes the cohesion pillar. The polymer is water absorbing material and the wall of the expansion element is of water-permeable material, whereby the cohesion pillar is arranged to absorb water from the surrounding ground so as to improve the adhesion between the expansion element and the surrounding ground.

    摘要翻译： 支撑结构的方法和布置。 在结构之下，布置有内聚结构，其通过轴粘附传递结构载荷到周围地面。 内聚结构包括具有柔性材料壁的膨胀元件，其内沿注射管注入未反应的聚合物，其在膨胀元件中反应。 其中具有反应的聚合物的膨胀元件构成内聚柱。 聚合物是吸水材料，膨胀元件的壁是透水材料，由此内聚柱被布置成从周围的地面吸收水分，以便改善膨胀元件和周围地面之间的粘合性。

    Modified Stone Column Drill
    57.
    发明申请
    Modified Stone Column Drill 审中-公开
    改良石柱钻

    公开(公告)号：US20150322641A1

    公开(公告)日：2015-11-12

    申请号：US14648263

    申请日：2013-12-10

    申请人： Jaron Lyell McMILLAN

    发明人： Jaron Lyell MCMILLAN

    IPC分类号： E02D3/08 ,  E02D5/56 ,  E02D27/12 ,  E02D3/12

    CPC分类号： E02D3/08 ,  E02D3/12 ,  E02D3/126 ,  E02D5/56 ,  E02D27/12

    摘要： A granular stone column drill which includes a first drill, a second drill and a displacement device, where—the first drill includes a tube within which the second drill at least partially, co-axially, lies; —the second drill includes a drill flight and first terminal end; —the displacement device includes a displacement unit and at least one guidance means; —the displacement unit includes a guide channel and an exposed wall such that the guide channel extends into the exposed wall; —the exposed wall lies approximately parallel to a centreline of the second drill; and—the at least one guidance means are located within the guide channel; such that the guide channel is a continuous circumferential channel that follows a wave like path, and either the at least one guidance means or the displacement unit is releasably or permanently attached to the second drill.

    摘要翻译： 一种颗粒状石柱钻，其包括第一钻头，第二钻头和位移装置，其中所述第一钻头包括管，所述第二钻头至少部分地，同轴地位于所述管内; - 第二钻具包括钻机和第一终端; - 位移装置包括位移单元和至少一个引导装置; - 位移单元包括引导通道和暴露的壁，使得引导通道延伸到暴露的壁中; - 暴露的壁大致平行于第二钻头的中心线; 以及 - 所述至少一个引导装置位于所述引导通道内; 使得引导通道是遵循波浪路径的连续圆周通道，并且至少一个引导装置或位移单元可释放地或永久地附接到第二钻头。

    MASS BASED ON GAUGED SAND AND ELASTIC BINDER
    59.
    发明申请
    MASS BASED ON GAUGED SAND AND ELASTIC BINDER 审中-公开
    基于测量砂和弹性粘合剂的质量

    公开(公告)号：US20150232638A1

    公开(公告)日：2015-08-20

    申请号：US14430535

    申请日：2013-09-23

    申请人： João Policarpo ROQUETTE PINHEIRO DE MELO

    发明人： João Policarpo Roquette Pinheiro De Melo

    IPC分类号： C08K3/36 ,  C08K5/01 ,  C08J3/20 ,  E02D3/12

    CPC分类号： C08K3/36 ,  C04B26/32 ,  C04B30/00 ,  C04B2111/0075 ,  C04B2111/28 ,  C04B2111/50 ,  C04B2111/52 ,  C08J3/203 ,  C08J2383/00 ,  C08K5/01 ,  E02D3/126 ,  C04B14/068 ,  C04B24/34 ,  C04B40/0067 ,  C04B40/0259 ,  C04B24/42

    摘要： The present invention relates to a mass based on calibrated sand and elastic binder, and relates to the field of the industry of construction, more precisely dredging works, and coastline protection and/or sand movements. The present invention relates to a construction material based on calibrated sand and elastic binder which includes, for a plaque 50 cm in width, 75 cm in length and 1.5 cm thick, the following components: between 5000 g to 6500 g of calibrated sand, between 200 g to 360 g of silicone and between 0.4 l to 0.6 l turpentine. The invention refers also to a process for obtaining the above-mentioned material, including the following steps: the sand is blended with the mixture of silicone, liquefied and/or diluted with turpentine, the mixture is introduced in the desired mold for the intended shape, and, through the use of vibration and compaction of the mold the desired consistency is obtained.

    摘要翻译： 本发明涉及一种基于校准砂和弹性粘合剂的质量，涉及施工行业领域，更准确地说是疏浚工程，以及海岸线保护和/或沙子运动。 本发明涉及一种基于校准砂和弹性粘合剂的建筑材料，其包括：宽50厘米，长75厘米，厚1.5厘米的斑块，以下组分：5000克至6500克的校准砂，介于 200克至360克硅酮和0.4升至0.6升松节油之间。 本发明还涉及一种获得上述材料的方法，包括以下步骤：将沙子与硅油混合物混合，用松节油液化和/或稀释，将混合物引入所需的模具中以达到预期的形状 ，并且通过使用模具的振动和压实，获得期望的一致性。

    FOAMED CEMENT COMPOSITIONS CONTAINING METAL SILICIDES USABLE IN SUBTERRANEAN WELL OPERATIONS
    60.
    发明申请
    FOAMED CEMENT COMPOSITIONS CONTAINING METAL SILICIDES USABLE IN SUBTERRANEAN WELL OPERATIONS 有权
    含有金属硅酸盐的泡沫水泥组合物可用于下层井下操作

    公开(公告)号：US20150191993A1

    公开(公告)日：2015-07-09

    申请号：US14126350

    申请日：2012-06-14

    申请人： James S. Falcone ,  Paul H. Krumrine ,  Michael Lefenfeld

    发明人： James S. Falcone ,  Paul H. Krumrine ,  Michael Lefenfeld

    IPC分类号： E21B33/14 ,  C04B7/02 ,  C09K8/46 ,  E21B33/138 ,  E02D3/12

    CPC分类号： E21B33/14 ,  C04B7/02 ,  C09K8/46 ,  C09K8/58 ,  E02D3/12 ,  E21B33/138 ,  E21B43/24 ,  E21B43/2408

    摘要： The invention relates to cement compositions containing a metal silicide such as an alkali metal silicide or an alkaline earth metal silicide. Upon mixing with water, the metal silicide reacts to generate hydrogen gas, a silicate, and heat—each of which is advantageous for the large variety of uses to which cements are put. The invention relates to a foamable cement composition comprising about 99.999 wt % to about 98.5 wt % of a cement, and about 0.001 wt % to about 1.5 wt % of a metal silicide or a mixture of metal silicides. Concretes and grouts containing the cement composition are also disclosed. Other embodiments provide methods for forming cement structures, including in subterranean formations and wells.

    摘要翻译： 本发明涉及含有金属硅化物如碱金属硅化物或碱土金属硅化物的水泥组合物。 当与水混合时，金属硅化物反应产生氢气，硅酸盐和热 - 其中每一种都有利于水泥的各种用途。 本发明涉及包含约99.999重量％至约98.5重量％的水泥和约0.001重量％至约1.5重量％的金属硅化物或金属硅化物的混合物的可发泡水泥组合物。 还公开了含有水泥组合物的混凝土和水泥浆。 其他实施方案提供了用于形成水泥结构的方法，包括在地下地层和井中。