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    • 3. 发明申请
    • HYDRAULIC TIE ROD FOR CONSTRUCTION PROJECTS
    • 液压工程施工项目
    • WO2010097642A1
    • 2010-09-02
    • PCT/GR2010/000010
    • 2010-02-18
    • LYMBERIS, loannis
    • LYMBERIS, loannis
    • E04H9/02E04H9/14E02D5/80E02D29/067E02B7/02
    • E04H9/14E02B7/08E02D5/805E02D29/067E04H9/02
    • A hydraulic tie rod for construction projects used to provide protection to construction structures of any kind against natural phenomena such as earthquakes and hurricanes. This is achieved by the continuous pre-stressing (pulling) of both the building structure towards the ground and the ground towards the structure, making these two parts one body like a "sandwich". Said pre-stressing (pulling) force is applied by means of the hydraulic tie rod for construction projects (108) mechanism. Said mechanism comprises a steel cable (2) crossing freely in the centre the structure's vertical support elements (columns) (34), as well as the length of a drilling (31) beneath them. The lower end of steel cable (2) is anchored by means of an anchor-type mechanism (17) to the walls of drilling (31) preventing the steel cable from rising. The top end of steel cable (2) is anchored again by means of a hydraulic pulling mechanism (1) exerting a continuous uplifting pulling force. The pulling force exerted on steel cable (2) by the hydraulic mechanism (1) and the reaction to such pulling originating from the fixed anchor (17) at the other end thereof generate the desired compression on the construction project.
    • 用于建筑工程的液压拉杆,用于为建筑结构提供保护,防止诸如地震和飓风等自然现象。 这是通过将建筑结构向地面和地面连续预应力(拉),朝向结构实现的,使得这两个部分像“三明治”一样。 所述预应力(牵引)力通过用于建筑工程(108)机构的液压拉杆施加。 所述机构包括在结构的垂直支撑元件(列)(34)的中心处自由交叉的钢索(2)以及在其下方的钻孔(31)的长度。 钢丝索(2)的下端通过锚固机构(17)锚固在钻孔壁(31)上,防止钢丝绳上升。 钢丝索(2)的顶端通过液压拉动机构(1)再次锚固,施加连续的提升拉力。 液压机构(1)对钢丝索(2)施加的拉力和对另一端的固定锚固件(17)的拉伸的反应在施工工程中产生了所需的压缩力。
    • 7. 发明申请
    • IMPROVED CONTAINMENT DIKE
    • 改进容器
    • WO2016176489A1
    • 2016-11-03
    • PCT/US2016/029851
    • 2016-04-28
    • P.V. FLOOD CONTROL CORP.
    • VICKERS, Paul
    • E02B3/04E02B3/06E02B3/10E02B7/00E02B7/02E02B7/20E02B8/08
    • E02B3/108E02B3/10E02B3/106
    • Flexible containment tubes form sections of a dike for fluid containment. For example, multiple vinyl-coated polyester tubes with a 19-inch diameter may be filled with water and stacked on top of each other to create a temporary diversion dike. Multiple sections of dike may be abutted together to form longer sections of dike. A vapor barrier or plastic membrane may wrap over dike sections and/or weaved through the flexible containment tubes as they are placed prior to filling. Configurations of the vapor barrier and associated anchoring mechanisms improve the utility of dike sections by reducing hydrostatic pressure of contained fluid on the dike, harnessing the weight of fluid columns, and mitigating seepage through the dike sections.
    • 柔性容纳管形成用于流体容纳的堤防部分。 例如,具有19英寸直径的多个乙烯基涂覆的聚酯管可以填充水并且堆叠在彼此的顶部以产生临时引水堤。 堤坝的多个部分可以邻接在一起以形成更长的堤防部分。 蒸汽屏障或塑料膜可以在填充之前放置在堤防部分上和/或编织通过柔性容纳管。 蒸汽屏障和相关联的锚固机构的结构通过降低堤坝上所含流体的静水压力,利用流体柱的重量,减轻堤坝渗流,提高堤坝段的利用率。
    • 8. 发明申请
    • FLOOD WALL PROTECTION SYSTEM
    • 防水墙保护系统
    • WO2013006245A1
    • 2013-01-10
    • PCT/US2012/041676
    • 2012-06-08
    • SCHNAARS, SR., Daniel, R.WAID, JR., Everett, Leslie
    • SCHNAARS, SR., Daniel, R.WAID, JR., Everett, Leslie
    • E02B3/04E02B3/10E02B7/02B65B67/12
    • E02B3/108Y02A10/32
    • A system and method for constructing any desired length of height linear cellular chain for use as a protective wall system, including a chain of fabric bulk bags, each having an open upper end, and interconnected along their sidewalls to define the cellular chain; and a fabric channel formed on the upper ends of each of the adjoining bags sidewalls for engaging a bag support and filling system, which includes a first metal frame member having a pair of arm members for threading through two adjacent fabric channels; the frame supported by a base member resting on the ground; a second metal frame member for receiving the distal ends of each of the arm members of the first metal frame member, at a level so that the bulk bag is supported by the arm members; bulk material to be poured into the supported bulk bag, to a level that the bag is substantially filled and no longer requires the support of the frame, so that the frame can be removed and positioned onto the next pair of fabric channels to fill the next empty bag.
    • 一种用于构建用作保护壁系统的任何期望长度的高度线性细胞链的系统和方法,所述系统和方法包括一排织物散装袋,每条链条具有敞开的上端,并沿其侧壁互连以限定所述细胞链; 以及形成在每个相邻袋侧壁的上端上的织物通道,用于接合袋支撑和填充系统,所述袋支撑和填充系统包括具有用于穿过两个相邻织物通道的一对臂构件的第一金属框架构件; 所述框架由搁置在地面上的基座支撑; 第二金属框架构件,用于接收第一金属框架构件的每个臂构件的远端,使得散装袋由臂构件支撑; 将大量材料倒入支撑的散装袋中,达到袋基本上被填充的水平,并且不再需要框架的支撑,使得框架可被移除并定位在下一对织物通道上以填充下一个 空包
    • 10. 发明申请
    • AN ARRANGEMENT FOR INCREASING THE SALT CONTENT IN A WATER AREA
    • 在水域中增加盐含量的安排
    • WO2007046768A1
    • 2007-04-26
    • PCT/SE2006/050413
    • 2006-10-19
    • NYSTRÖM, StefanKJAERBOE, Peter
    • NYSTRÖM, StefanKJAERBOE, Peter
    • E02B3/02E02B7/02
    • E02B3/02E02B7/20E02B7/40E02B7/46E02B2201/02Y02A20/404
    • An arrangement for supplying water from a first water area (1 ) having a high content of salt in the water to a second water area (2) having a low content of salt in the water, wherein the first water area (1 ) and the second water area (2) are connected by means of a connection area (3). The arrangement comprises flow restricting means (6-8) arranged on the bottom in at least a part of a passage of the connection area (3). Said flow restricting means (6-8) are arranged to allow a flow of water through the whole passage when the water flows from the first water area (1 ) to the second water area (2) but to prevent a flow of water on a certain deep under the water surface in the passage when water flows from the second water area (2) to the first water area (1 ).
    • 一种用于从水中具有高含量盐的第一水区(1)向水中的盐含量低的第二水区(2)供水的装置,其中第一水区(1)和 第二水区域(2)通过连接区域(3)连接。 该装置包括在连接区域(3)的通道的至少一部分中布置在底部上的流动限制装置(6-8)。 所述流量限制装置(6-8)被布置成当水从第一水区域(1)流到第二水区域(2)时允许水流过整个通道,但是防止水流在第一水区域 当水从第二水区域(2)流到第一水区域(1)时,在通道内的水面下方一定深处。