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1. 发明申请

WO2020076823A1 SOIL IMPROVEMENT FOUNDATION ISOLATION AND LOAD SPREADING SYSTEMS AND METHODS 审中-公开
公开(公告)号：WO2020076823A1
公开(公告)日：2020-04-16
申请号：PCT/US2019/055188
申请日：2019-10-08
申请人： GEOPIER FOUNDATION COMPANY, INC.
发明人： WHITE, David J.
IPC分类号： E02D31/02 , E02D35/00 , E02D27/32 , E02D31/10 , E04B1/00
摘要： Systems and methods for soil improvement foundation isolation and load spreading are provided. The systems and methods provided herein relate to isolation of structural foundations from soil improvement elements and distributing stress from high stiffness elements to lower stiffness materials. A shear load transfer reduction system may include one or more ground improvement elements for supporting an applied load. A shear break element may be positioned above one or more ground improvement elements. The shear break elements may be configured to have low interface shear strength. Further, systems and methods are provided for creating an engineered slip surface for reducing shear stresses between a laterally loaded foundation and a rigid foundation support element and wherein two slip pads are provided that form the engineered slip surface.

2. 发明申请

WO2017147083A1 DEEP FOUNDATION POREWATER PRESSURE DISSIPATER 审中-公开
标题翻译：深基坑消防压力消爆器
公开(公告)号：WO2017147083A1
公开(公告)日：2017-08-31
申请号：PCT/US2017/018744
申请日：2017-02-21
申请人： BOARD OF REGENTS OF NEVADA SYSTEM OF HIGHER EDUCATION, ON BEHALF OF UNIVERSITY OF NEVADA, RENO
发明人： ELFASS, Sherif, A. , NORRIS, Gary, M.
IPC分类号： E02D31/10 , E02D31/12
CPC分类号： E02D31/10
摘要： A porewater pressure dissipater is disclosed. In one example, a disclosed dissipater includes aggregate; a cylindrical receptacle for receiving the aggregate; a plate having a top surface and a bottom surface and one or more openings transcending from the top surface to the bottom surface wherein the plate secures and compacts the aggregate in the cylindrical receptacle; and one or more access tubes coupled to the top surface of the plate wherein the one or more access tubes are positioned over the one or more openings thereby forming a passageway to the cylindrical receptacle. The disclosed dissipater allows piles and shafts to be embedded at the optimum depth without concerns of liquefaction.
摘要翻译：公开了一种孔隙水压力消散器。在一个示例中，公开的耗散器包括聚集体; 用于接收骨料的圆柱形容器; 具有顶部表面和底部表面以及从顶部表面到底部表面超越的一个或多个开口的板，其中该板将集合体固定并压实在圆柱形容器中; 以及一个或多个接入管，所述一个或多个接入管联接至所述板的顶部表面，其中所述一个或多个接入管位于所述一个或多个开口上方，从而形成通向所述圆柱形接收器的通道。所公开的耗散器允许桩和轴以最佳深度嵌入，而不用担心液化。

3. 发明申请

WO2016146709A1 SELF-REPAIRING AND SELF-SEALING WATERPROOF MEMBRANE, FOR INSULATING BUILT STRUCTURES SUBJECTED TO HYDROSTATIC PRESSURE 审中-公开
标题翻译：自动修复和自密封防水膜，用于绝缘压力的建筑结构
公开(公告)号：WO2016146709A1
公开(公告)日：2016-09-22
申请号：PCT/EP2016/055732
申请日：2016-03-16
申请人： VOLTECO S.P.A.
发明人： GUDERZO, Marco
IPC分类号： B32B5/02 , B32B7/02 , B32B7/10 , B32B27/08 , B32B27/12 , B32B27/24 , B32B27/30 , B32B27/32 , E02D31/10 , E04B1/66
CPC分类号： B32B27/08 , B32B5/022 , B32B7/02 , B32B7/10 , B32B27/12 , B32B27/24 , B32B27/306 , B32B27/32 , B32B2307/7265 , B32B2307/73 , B32B2309/105 , B32B2419/00 , E02D31/10 , E04B1/665
摘要： A self-repairing and self-sealing waterproof membrane (1), for insulating built structures subjected to hydrostatic pressure, which is constituted by a first layer (2) of hermetic polymeric material, which covers a second layer (3) of water-expanding polymeric material, in which additives of polymeric and/or mineral origin are added, arranged in contact with the concrete surface (5) of the structure. The second layer (3) is composed of a plurality of sublayers (3a,3b) which are contiguous and have different expanding actions and mechanical characteristics. The membrane (1) has substantially the shape of a continuous flat sheet, which gives it the appearance of a uniform film, having a thickness comprised between 0.2 and 5.0 mm and being composed of one or more of the following polymers: TPE, TPO, TPU, EVA, EPDM, EPM, HDPE, MDPE, LDPE, PE, PVC and other polymers of an elastomeric or polymeric nature, containing optional additions of fillers and of other ingredients to give the article the necessary requirements of workability, mechanical strength and durability.
摘要翻译：一种自修复和自密封防水膜（1），用于隔离由静态压力构成的建筑结构，其由密封聚合物材料的第一层（2）构成，其覆盖水膨胀的第二层（3）聚合物材料，其中添加了聚合物和/或矿物来源的添加剂，其布置成与结构的混凝土表面（5）接触。第二层（3）由连续的多个子层（3a，3b）组成，具有不同的扩展动作和机械特性。膜（1）具有基本上连续的平片的形状，其具有均匀的膜的外观，其厚度为0.2-5.0mm，并且由一种或多种以下聚合物组成：TPE，TPO， TPU，EVA，EPDM，EPM，HDPE，MDPE，LDPE，PE，PVC和其他具有弹性或聚合性质的聚合物，包含任选添加的填料和其他成分，使制品具有可加工性，机械强度和耐久性的必要要求。

4. 发明申请

WO2008128156A1 LIGHWEIGHT AGGREGATE UNIT AND METHOD OF MANUFACTURE 审中-公开
标题翻译：灯具集合单元及其制造方法
公开(公告)号：WO2008128156A1
公开(公告)日：2008-10-23
申请号：PCT/US2008/060194
申请日：2008-04-14
申请人： FAGERDALA USA, INC. , ANDERLIND, Erik , LANDVIK, Dag , NIELSEN, Terry
发明人： ANDERLIND, Erik , LANDVIK, Dag , NIELSEN, Terry
IPC分类号： E02D31/10 , E01C11/22 , E02B11/00 , E03F1/00
CPC分类号： E02B11/005 , E01C11/225 , E02D31/02 , E02D31/10 , E03F1/002 , Y10T29/49
摘要： A water channeling system includes at least one channeling member comprising fixed aggregate forming a solid body. In this embodiment, the at least one channeling member has a first end, a second end, and a plurality of fluidly connecting interstices therewithin. In this version, the at least one channeling member is water permeable longitudinally between the first end and the second end. The at least one channeling member may be installed below ground to channel water from a first location to a second location. The channeling member may be an elongate member or a vertical panel. The channeling member may comprise comprises polymeric aggregate particles having irregular shapes. The fixed aggregate may have a density of less than or equal to about 1 Ib per cubic foot. Multiple channeling members may be placed end-to-end.
摘要翻译：导水系统包括至少一个通道构件，其包括形成固体的固定骨料。在该实施例中，至少一个通道构件具有第一端，第二端和多个在其中的流体连通的间隙。在该版本中，至少一个通道构件在第一端和第二端之间纵向水可渗透。至少一个通道构件可以安装在地下以将水从第一位置引导到第二位置。引导构件可以是细长构件或垂直面板。引导构件可以包括具有不规则形状的聚合物聚集体颗粒。固定骨料的密度可以小于或等于约11磅/立方英尺。多个通道构件可以端对端放置。

5. 发明申请

WO2007079518A1 CONCRETE PIPE LAGGING ASSEMBLY 审中-公开
标题翻译：混凝土管道组装
公开(公告)号：WO2007079518A1
公开(公告)日：2007-07-19
申请号：PCT/AU2006/001073
申请日：2006-07-28
申请人： SCOTT, Jon, Robert , RICHARDS, Andrew, Anthony
发明人： SCOTT, Jon, Robert , RICHARDS, Andrew, Anthony
IPC分类号： F16L57/00 , E04F17/08 , F16L5/00 , E02D31/10 , E04G21/24
CPC分类号： F16L57/00 , F16L5/00
摘要： A concrete pipe lagging assembly (10,10A,10B) having a sheet of flexible material or fabric (11,11A) having one or more metal straps (12,12A,12B,12C) attached to the sheet (11,11A) which functions as a spring or springs which thereby provides the sheet (11,11A) with a bias that facilitates coiling of the sheet (11,11A) about a pipe (13) prior to a concrete pour in use.
摘要翻译：具有一片柔性材料或织物（11,11A）的混凝土管道滞后组件（10,10A，10B）具有一个或多个金属带（12,12A，12B，12C），该金属带（12,12A，12B，12C）起到弹簧或弹簧的作用，从而为片材（11,11A）提供了有利于在使用混凝土浇注之前使片材（11,11A）围绕管道（13,11A）卷绕的偏压。

6. 发明申请

WO2017034633A1 FREE-FLOWING WATERPROOFING SYSTEM 审中-公开
标题翻译：自由流水防护系统
公开(公告)号：WO2017034633A1
公开(公告)日：2017-03-02
申请号：PCT/US2016/032471
申请日：2016-05-13
申请人： PARKS, Jody, V.
发明人： PARKS, Jody, V.
IPC分类号： E02D31/10 , E02D31/02 , E04B1/62 , E04B1/64 , E04B1/66
CPC分类号： E02D31/025 , B01D39/08 , B01D2201/301 , C02F1/001 , C02F2103/001 , E02D31/12
摘要： 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.
摘要翻译：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。

7. 发明申请

WO2014136533A1 膨張性地盤対策用の基礎及び床の構造、並びに膨張性地盤対策用の基礎及び床の構造の構築方法审中-公开
标题翻译：用于地面和基础的地基和地基结构用于建筑地基和基础的膨胀地基计量结构
公开(公告)号：WO2014136533A1
公开(公告)日：2014-09-12
申请号：PCT/JP2014/053057
申请日：2014-02-10
申请人：清水建設株式会社
发明人：浅香　美治
IPC分类号： E02D31/10
CPC分类号： E02D31/10
摘要：本発明の膨張性地盤対策用の基礎及び床の構造は、膨張性を示す地盤（１）の上に構築される構造物（２）の膨張性地盤対策用の基礎及び床の構造（Ａ，Ｂ）であって、地盤を掘削して平面視に一方向に延びて形成された溝、又は格子状に形成された溝に粒状体を充填してなる第１の緩衝層（３１）、あるいは溝に粒状体を充填するとともに地盤上に粒状体を敷設してなる第１の緩衝層（３１）と、前記第１の緩衝層及び地盤上に形成される床スラブ（２４）とを備えて構成されている。
摘要翻译：这种用于地面的结构（A，B）和用于建筑在地面（1）上的展开性能的结构（2）的膨胀地面对策的基础具有以下结构：第一缓冲层（31），其由凹槽在平面图中通过挖掘地面或形成为格状的槽形状的一个方向沿着一个方向形成填充有颗粒材料，或者由凹槽填充颗粒材料，并且颗粒材料被放置在地面上; 和形成在地面上的地板（24）和第一缓冲层（31）。

8. 发明申请

WO1992014004A1 BUILDING METHOD AND APPARATUS 审中-公开
标题翻译：建筑方法和装置
公开(公告)号：WO1992014004A1
公开(公告)日：1992-08-20
申请号：PCT/GB1992000234
申请日：1992-02-10
申请人： SLOMA, Robert, Michael
IPC分类号： E02D31/10
CPC分类号： E04G11/04 , E02D31/10 , E04G11/045 , E04G11/48
摘要： A method of building a structure (22) on a substrate (14), said method including the steps of providing on the substrate (14) a support arrangement capable of adopting a first, substantially rigid state whilst the structure (22) is being built thereabove, and a subsequent, second state permitting the accommodation of movement of, and/or forces in the substrate (e.g. due to heave). The support arrangement comprises fluid confinable means (16) which, in the arrangement's first state, confines a fluid therein to a first space and is operable (via said fluid) to support the structure (22) or at least parts thereof above the substrate (14) and which, in the arrangement's second state, does not confine the fluid and is either in a reduced space or is readily compressible to a reduced space by said movement and/or forces. The fluid confining means may comprise a container comprising a flexible-walled main body (16) and a closure member (20) for the body, said closure member comprising, as at least part of its wall, an element degradable in a predictable manner with the intended fluid contents of the container. In a particularly preferred embodiment, the degradable element comprises a magnesium alloy to degrade in a predictable manner by the effect of water or a saline solution within the container.
摘要翻译：一种在基板（14）上构造结构（22）的方法，所述方法包括以下步骤：在所述基板（14）上提供支撑装置，所述支撑装置能够采用第一基本刚性的状态，同时构造所述结构（22）以及随后的第二状态，其允许调节基体的运动和/或力（例如由于起伏）。支撑装置包括流体可控装置（16），其在该装置的第一状态下将其中的流体限制在第一空间中并且可操作（通过所述流体）以支撑结构（22）或其至少部分在基板上方 14），并且在安排的第二状态下，其不限制流体并且处于减小的空间中，或者通过所述运动和/或力容易地压缩到减小的空间。流体限制装置可以包括容器，该容器包括柔性壁主体（16）和用于主体的封闭构件（20），所述封闭构件至少部分包括可以可预测的方式降解的元件，容器的预期流体内容物。在一个特别优选的实施方案中，可降解元素包括镁合金，以通过水或盐溶液在容器内的作用以可预测的方式降解。

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