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    • 1. 发明申请
    • SYSTEM AND METHOD FOR IMPROVING DEFORMABILITY OF BURIED PIPELINES
    • 改善管道不可渗透性的系统和方法
    • WO2016029318A1
    • 2016-03-03
    • PCT/CA2015/050825
    • 2015-08-27
    • ALFA UPGRADES INC.
    • FATHI, Ali
    • F16L3/16F16L1/028
    • E02D31/14E02D27/46E02D31/10E02D31/12E03F3/06F16L1/024F16L1/11F16L3/015F16L3/16F16L3/26F16L57/02
    • A system is provided that increases the deformability of buried pipelines to accommodate combinations of vertical, lateral and longitudinal displacements and subsequent curvatures caused by ground movements. Installation of this system prevents concentration of deformations which may cause catastrophic failures such as buckling, yielding, rupture, and weld failures. The assembly includes an element provided adjacent a pipeline and collapsible in two orthogonal directions; one, the longitudinal direction of the pipe, and two, a direction of expected lateral movement of the pipe. The collapsible element is configured to resist soil pressure in a direction orthogonal to the first two directions, and further provided is a supporting backing element adjacent an end of the collapsible element opposed to the pipeline, to prevent exposure of the collapsible element to soil pressure in one of the two orthogonal collapsible directions. The size and configuration of the installation depends on the soil and pipe properties, and type/magnitude of expected displacements.
    • 提供了一种系统,其增加了埋管线的可变形性,以适应垂直,横向和纵向位移以及由地面运动引起的后续曲率的组合。 该系统的安装可以防止变形的集中,这可能导致灾难性故障,例如屈曲,屈服,破裂和焊接故障。 所述组件包括邻近管道设置并可沿两个正交方向折叠的元件; 一个,管的纵向方向,另一个是管的预期横向运动的方向。 可折叠元件被配置为抵抗与前两个方向正交的方向的土壤压力,并且还设置有邻近与管道相对的可收缩元件的端部的支撑背衬元件,以防止可折叠元件暴露于土壤压力 两个正交折叠方向之一。 安装的尺寸和配置取决于土壤和管道性质以及预期位移的类型/大小。
    • 2. 发明申请
    • FREE-FLOWING WATERPROOFING SYSTEM
    • 自由流水防护系统
    • WO2017034633A1
    • 2017-03-02
    • PCT/US2016/032471
    • 2016-05-13
    • PARKS, Jody, V.
    • PARKS, Jody, V.
    • E02D31/10E02D31/02E04B1/62E04B1/64E04B1/66
    • E02D31/025B01D39/08B01D2201/301C02F1/001C02F2103/001E02D31/12
    • A water management system (10) provides a much improved waterproofing drainage system particularly, but not limited to foundations, new or existing. The system includes a form (7), clean washed stone (3), soil separating filter cloth (4), backfilling soil (13), and drainage pipe (20) to drain out all water away from the structure. This system (10) is easily installed and creates an even "wall" of gravel around structural walls minimizing the costs of materials making it very cost-effective. This system removes all hydrostatic pressure from structural walls eliminating the cause of water infiltration to the interior of basement walls. Water infiltration in basement walls results in mold, mildew, high humidity, and poor air quality.
    • 水管理系统(10)提供了非常改进的防水排水系统,特别是但不限于新建或现有的基础。 该系统包括一个形式(7),清洁清洗的石头(3),土壤分离滤布(4),回填土(13)和排水管(20),以将所有的水排出结构。 该系统(10)易于安装,并在结构墙体周围形成了平铺的“墙壁”,使得材料的成本最小化,使其成本效益高。 该系统消除了结构壁上的所有静水压力,消除了水渗入地下室内壁的原因。 地下室壁渗透水会导致模具霉变,湿度高,空气质量差。
    • 3. 发明申请
    • METHOD AND APPARATUS FOR PREVENTING DOCK OR STRUCTURE PILING UPLIFT
    • 用于防止锁定或结构打桩升降的方法和装置
    • WO2005111320A2
    • 2005-11-24
    • PCT/US2005015852
    • 2005-05-05
    • COLBERT ROBERT
    • COLBERT ROBERT
    • E02D5/60E02D31/06E02D31/12E02D31/14
    • E02D31/12E02D31/14
    • A piling anti-lift system utilizes a heat trace cable secured around a piling and extending above and below the water level of the surrounding water. An annular space is formed between the piling anti-lift system. The heated piling anti-lift system prevents the water in the annular space from freezing and thereby prevents the piling from being subject to uplifting or heaving that results from the rising tide of surrounding frozen waters. In the event of extreme water temperatures and the freezing of the water in the formed annular space, the piling anti-lift system keeps the piling independent of the frozen surrounding water. In this situation, the piling anti-lift system will break free from the frozen water in the annular area and rise with the rising tide waters, thus continuing to keep the piling independent from the rising frozen tide waters.
    • 打桩防升降系统利用围绕堆垛固定并延伸到周围水域水位以上的热痕迹电缆。 在打桩防升降系统之间形成一个环形空间。 加热的打桩防升降系统可防止环形空间中的水冻结,从而防止堆积物因周围冻结水域的涨潮而引起隆升或隆升。 在极端的水温和形成的环形空间中的水冻结的情况下,打桩防升降系统保持打桩独立于冻结的周围水域。 在这种情况下,打桩防升降系统将从环形区域的冷冻水中脱离出来,随着潮水的升高而上升,从而继续保持打桩独立于上升的潮汐水域。
    • 8. 发明申请
    • ABSORBENT MATERIAL AND METHOD FOR THE PRODUCTION OF THE SAME
    • 吸声材料和方法及其
    • WO02036053A2
    • 2002-05-10
    • PCT/EP2001/012840
    • 2001-11-06
    • B65D88/76B65D90/22E02D27/38E02D31/12A61F13/00
    • B65D88/76B65D90/22E02D27/38E02D31/12Y02A20/104
    • The invention relates to a method for producing an absorbent material for water, aqueous solutions and bodily fluids. The absorbent material consists of at least two components Q and B, namely of component Q containing 100 parts by weight of particles and of component B containing between 2 and 250 parts by weight of water. A homogeneous blending of the components produces an absorbent material in flake form, which forms cavities as a result of the mutual adhesion of the particles and/or covalent and/or ionic bonding. Directly after blending, the bulk and/or cavity volume has increased by at least 1 % by volume in relation to the sum of the individual volumes of the components used, which correspond to 100 % by volume.
    • 本发明涉及一种用于制备吸收性用于水和水溶液和体液的方法。 所述吸收性材料包括至少两个组分B和Q的,即从与100份分量Q(重量)的颗粒,并用2至250份(重量)水的组分B. 具有吸收材料的腔形成薄片形式由于与彼此和/或共价和/或离子键合产生的颗粒的相互Ädhäsion通过均匀混合组分。 在混合后立即是增加的体积和/或至少1%的空隙体积通过基于所使用的组件,其对应于100%(体积)的各个体积的总和量,前。