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1. 发明授权

US09169936B2 Safety anti-reversing device for a bottom of a basin 有权
标题翻译：用于盆底的安全防反转装置
公开(公告)号：US09169936B2
公开(公告)日：2015-10-27
申请号：US13939901
申请日：2013-07-11
申请人： NORHAM
发明人： David Turner , Francois Michel , Mikael Lamberton , Sebastien Pally
IPC分类号： F16K15/02 , E02D31/12 , F16K15/14
CPC分类号： F16K15/026 , E02D31/12 , F16K15/145 , Y10T137/7837
摘要： Able to prevent a leakage flow from a basin in a ground and to enable a filling flow from this ground, a safety anti-reversing device comprises a body comprising communicating openings for passage of the filling flow. Supported by this body, a flexible membrane comprises an annular shutter and a closing portion. The annular shutter is offset with respect to the communicating openings and swivels between a closed down position in which this annular shutter is applied in tight manner on the body, and an open position in which the annular shutter is away from the body. Distinct from the annular shutter, the closing portion covers the communicating openings so as to be able to hermetically close these communicating openings.
摘要翻译：一种安全防反转装置能够防止来自地面中的盆地的泄漏流动并且能够从该地面进行填充流动，其包括连通开口以使填充流通过的主体。由本体支撑，柔性膜包括环形挡板和封闭部分。环形挡板相对于连通开口偏移，并且在闭合的下降位置之间旋转，其中该环形闸板以紧密方式施加在主体上，并且环形挡板远离主体的打开位置。与环形闸板不同，关闭部分覆盖连通开口以能够密封这些连通开口。

2. 发明申请

US20040044126A1 Security system 审中-公开
标题翻译：保安系统
公开(公告)号：US20040044126A1
公开(公告)日：2004-03-04
申请号：US10343111
申请日：2003-07-21
发明人： Klaus Rohm
IPC分类号： C08L001/08
CPC分类号： B65D90/22 , B65D88/76 , E02D27/38 , E02D31/12
摘要： The invention relates to a securing system for sealing at least one body, and/or maintaining the equilibrium state of at least one body, and/or stabilizing the position of at least one body. The invention employs at least one swelling agent that is in an operational connection with the body and can swell by absorbing substances.
摘要翻译：本发明涉及用于密封至少一个身体和/或维持至少一个身体的平衡状态和/或稳定至少一个身体的位置的固定系统。本发明使用至少一种与身体操作连接的溶胀剂，并可通过吸收物质而膨胀。

3. 发明授权

US07300228B2 Method and apparatus for preventing dock or structure piling uplift 有权
标题翻译：防止码头或结构堆垛隆起的方法和装置
公开(公告)号：US07300228B2
公开(公告)日：2007-11-27
申请号：US10988855
申请日：2004-11-15
申请人： Robert Colbert
发明人： Robert Colbert
IPC分类号： E02D5/60
CPC分类号： E02D31/12 , E02D31/14
摘要： 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.
摘要翻译：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解脱出来，随着潮汐水的升高而上升，从而继续保持打桩独立于上升的潮汐水域。

4. 发明申请

US20050249557A1 Method and apparatus for preventing dock or structure piling uplift 有权
标题翻译：防止码头或结构堆垛隆起的方法和装置
公开(公告)号：US20050249557A1
公开(公告)日：2005-11-10
申请号：US10988855
申请日：2004-11-15
申请人： Robert Colbert
发明人： Robert Colbert
IPC分类号： E02D5/60 , E02D31/06 , E02D31/12 , E02D31/14
CPC分类号： E02D31/12 , E02D31/14
摘要： 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.
摘要翻译：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解脱出来，随着潮汐水的升高而上升，从而继续保持打桩独立于上升的潮汐水域。

5. 发明授权

US06467344B1 Underground storage tank buoyancy and buoyancy safety factor calculation method and apparatus 失效
标题翻译：地下储罐浮力及浮力安全系数计算方法及装置
公开(公告)号：US06467344B1
公开(公告)日：2002-10-22
申请号：US09657807
申请日：2000-09-08
申请人： Kiet T. Ly , John Burwell , Albert F. Dorris , Robin Berg
发明人： Kiet T. Ly , John Burwell , Albert F. Dorris , Robin Berg
IPC分类号： G01M100
CPC分类号： E02D31/12 , B65D88/76
摘要： A method for calculating underground storage tank (UST) buoyancy and buoyancy safety factors defines boundaries of side areas such that the boundaries do not overlap for multiple tank installations. Installation plan information may be input over a medium such as the Internet. The computer calculates the buoyancy and buoyancy safety factor and returns this information to the requesting party over the same medium. This technique allows installers to verify the adequacy of installation plans quickly. Records of the information provided by the installer may be kept so the recipient of the information (typically the UST manufacturer) can reconcile differences between the actual installation and the installation plan in the event of UST flotation. The information may be provided on a paper form supplied by the installer. In preferred embodiments, the calculations are tailored to installation guidelines (often provided by the UST manufacturer), which may specify such parameters as spacing between tanks in multi-tank installations, some or all deadman dimensions, slab dimensions, etc. Preferred embodiments generate a form letter that includes the installation plan information and the results of the buoyancy and/or buoyancy safety factor calculations.
摘要翻译：一种用于计算地下储罐（UST）浮力和浮力安全系数的方法定义了侧面区域的边界，使得边界与多个罐装置不重叠。可以通过诸如因特网的介质来输入安装计划信息。计算机计算浮力和浮力安全系数，并通过相同的介质将该信息返回给请求方。这种技术允许安装人员快速验证安装计划的充分性。可以保存由安装人员提供的信息的记录，以便在UST浮选的情况下，信息的接收方（通常是UST制造商）可以调节实际安装和安装计划之间的差异。信息可以由安装者提供的纸张形式提供。在优选实施例中，计算适合于安装指南（通常由UST制造商提供），其可以指定诸如多罐装置中的罐之间的间距，一些或所有的废物尺寸，板尺寸等的参数。优选实施例产生包括安装计划信息和浮力和/或浮力安全系数计算结果的表格信函。

6. 发明授权

US5059063A Method of protecting underground structures in ground liable to be liquefied 失效
标题翻译：保护地下建筑物易于液化的地面结构的方法
公开(公告)号：US5059063A
公开(公告)日：1991-10-22
申请号：US433206
申请日：1989-11-08
申请人： Tadao Sugimoto , Shigeki Tsuchiyama , Makoto Hayakawa , Yozo Goto , Tadao Koide , Tamotsu Endoh , Makoto Toriihara , Joji Ejiri
发明人： Tadao Sugimoto , Shigeki Tsuchiyama , Makoto Hayakawa , Yozo Goto , Tadao Koide , Tamotsu Endoh , Makoto Toriihara , Joji Ejiri
IPC分类号： E02D27/34 , E02D31/12
CPC分类号： E02D31/12 , E02D27/34
摘要： A conglomerate layer is formed horizontally on a base of ground which has a high water permeability and easily liquefies. A bottom plate is formed on the conglomerate layer to construct the underground structure thereon. One or more drainpipes are extended upwardly from the conglomerate layer through the bottom plate for draining excessive pore water in the ground.
摘要翻译：砾岩层水平地形成在地基的底部，具有高的透水性并容易液化。在砾岩层上形成底板以在其上构造地下结构。一个或多个排水管从砾岩层向上延伸穿过底板，用于排放地下过多的孔隙水。

7. 发明授权

US09828740B1 System and method for stabilization of structures by control of soil moisture content 有权
公开(公告)号：US09828740B1
公开(公告)日：2017-11-28
申请号：US14498838
申请日：2014-09-26
申请人： Arizona Foundation Solutions, LLC
发明人： Robert K. Brown
IPC分类号： E02D19/00 , E02D31/12 , E04B1/92 , E02D1/08 , E02D3/00 , E02D31/02 , E02D31/14 , E02D33/00
CPC分类号： E02D31/12 , E02D1/08 , E02D3/00 , E02D19/00 , E02D31/02 , E02D31/14 , E02D33/00 , E04B1/0007 , E04B1/7069
摘要： A soil stabilization system for a structure can include a stem wall and floor slab disposed within a perimeter of the stem wall. An aggregate base course (ABC) layer can be disposed within a perimeter of the stem wall and below the floor slab. A ventilation opening can extend to the ABC layer, and an air exhaust system can extend between the ABC layer and an exterior of the structure. A method of soil stabilization for a structure can include measuring a moisture content of an expansive soil below a structure, drawing dry air through the ABC layer and over a surface of an expansive soil. Moisture can be removed from the expansive soil into the dry air by evaporation to create moist air, and moist air can be evacuated at an exterior of the structure.

8. 发明授权

US06178710B2 Water permeable slab invention 失效
标题翻译：透水板发明
公开(公告)号：US06178710B2
公开(公告)日：2001-01-30
申请号：US09229405
申请日：1999-01-13
申请人： Louis R. Colalillo
发明人： Louis R. Colalillo
IPC分类号： E04B116
CPC分类号： E02D31/12 , E02D27/14
摘要： A breathing system for a steel reinforced concrete slab or pile slab allows water to penetrate the slab from both directions, upward and downward, thereby relieving any water pressure differential across the slab. This minimizes stresses on the slab, and maintains the water table. A plurality of apertures are distributed over the surface of the slab, and extend between the upper and lower surfaces. Each aperture may include a pipe. The apertures are evenly spaced apart in between the reinforcing bars, so as not to compromise the strength of the slab. The apertures will allow water to penetrate evenly over the entire surface of the slab. Layers of sand or crushed stone adjacent the upper and lower surfaces convey water to and from the apertures.
摘要翻译：用于钢筋混凝土板或桩板的呼吸系统允许水从上下两个方向穿透板坯，从而减轻横跨板坯的任何水压差。这最大限度地减少了板坯上的应力，并保持了水位。多个孔分布在板坯的表面上，并且在上表面和下表面之间延伸。每个孔可以包括管。这些孔在钢筋之间均匀间隔开，以免损害板坯的强度。孔将允许水均匀地穿过板坯的整个表面。靠近上表面和下表面的沙子或碎石层将水从孔传送出去。

9. 发明授权

US5017046A Method of protecting a structure constructed on ground liable to be liquefied 失效
标题翻译：保护在易于液化的地面上建造的结构的方法
公开(公告)号：US5017046A
公开(公告)日：1991-05-21
申请号：US433205
申请日：1989-11-08
申请人： Tadao Sugimoto , Shigeki Tsuchiyama , Makoto Hayakawa , Yozo Goto , Tadao Koide , Tamotsu Endoh , Makoto Toriihara , Joji Ejiri
发明人： Tadao Sugimoto , Shigeki Tsuchiyama , Makoto Hayakawa , Yozo Goto , Tadao Koide , Tamotsu Endoh , Makoto Toriihara , Joji Ejiri
IPC分类号： E02D27/34 , E02D31/12
CPC分类号： E02D31/12 , E02D27/34
摘要： A conglomerate layer is formed in ground which has a high water permeability and is liable to be liquefied. An underground base of the structure is constructed on the conglomerate layer. One or more drainpipes are extended substantially horizontally from the conglomerate layer through the underground base so as to communicate with the surface of the ground.
摘要翻译：砾岩层形成在地面上，具有高透水性并易于液化。该结构的地下基底是在砾岩层上构造的。一个或多个排水管从砾岩层基本上水平延伸穿过地下基底，以便与地表面连通。

10. 发明授权

US4879852A Apparatus for maintaining soil moisture 失效
标题翻译：用于保持土壤水分的设备
公开(公告)号：US4879852A
公开(公告)日：1989-11-14
申请号：US305775
申请日：1989-02-03
申请人： Kenneth C. Tripp
发明人： Kenneth C. Tripp
IPC分类号： E02D31/12
CPC分类号： E02D31/12
摘要： An apparatus is described that has been created to maintain a constant level of saturation of water near the foundation of houses, buildings, or the like. The maintenance of such a level of moisture is essential to the structural integrity of foundations especially in those geographic locations where the level of soil moisture varies significantly from season to season. Soil, when it absorbs water, expands. This soil can exert tremendous pressure on the foundation of a house. To prevent cracking of foundations, and thus, to prevent the need for costly repairs, the apparatus described herein provides sufficient moisture to the soil surrounding the foundation of a house such that additional moisture (i.e. rain) does not cause the soil to expand dramatically.
摘要翻译：已经描述了一种设备，用于在房屋，建筑物等的基础附近保持恒定的水饱和度水平。维持这种水分的水分对于地基的结构完整性至关重要，特别是在那些土壤水分从季节到季节变化显着的地理位置。土壤，当它吸收水，膨胀。这种土壤可以对房屋的基础施加巨大的压力。为了防止地基的破裂，因此为了防止需要昂贵的修理，本文所述的装置为房屋的基础周围的土壤提供足够的水分，使得额外的水分（即，雨）不会使土壤显着膨胀。

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