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公开(公告)号：US06935809B2
公开(公告)日：2005-08-30
申请号：US10483005
申请日：2002-07-05
申请人： Gerhard Svensson
发明人： Gerhard Svensson
CPC分类号： E02B3/106
摘要： A method for making an embankment in areas and forming a barrier against water with the help of supports. For this purpose, corrugated steel sheets or corrugated panels of some other material, such as plastic or aluminum, are folded across their longitudinal direction along perforations in the sheets so that sections of the sheet extend at an angle to one another, and the aforementioned folded formed barrier supports are caused to be positioned on a supporting surface so that a folded section of each sheet forms a barrier support (16) that faces towards the intended damming area. The barrier support is formed laterally by a number of mutually overlapping folded corrugated sheets. An arrangement for the execution of the method.
摘要翻译： 借助于支撑件，在区域中形成路堤并形成防水的方法。 为此，波纹钢板或一些其他材料（例如塑料或铝）的波纹板沿其纵向方向折叠成片材中的穿孔，使得片材的部分彼此成角度地延伸，并且上述折叠 形成的阻挡支撑件被定位在支撑表面上，使得每个片材的折叠部分形成面向目标阻挡区域的阻挡支撑件（16）。 阻挡支撑件由多个相互重叠的折叠波纹片横向形成。 执行该方法的安排。
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公开(公告)号：US20050163570A1
公开(公告)日：2005-07-28
申请号：US10497957
申请日：2002-12-09
申请人： Martin Cullen
发明人： Martin Cullen
摘要： A flexible water gate is described that is suitable for retaining water in a port, canal or river estuary. The gate is both economical to build and maintain and comprises a gate control means that allows a flexible membrane to be controllably moved between a closed and open position as required. A flexible flood control barrier that comprises one or more of the aforementioned flexible water gates. These gates are deployed side to side and provide an economical way of providing flood protection to an area susceptible to flood tides. When not in use the flexible membranes of the flexible water gates can be stored on the riverbed so permitting unrestricted access for marine vessels.
摘要翻译： 描述了一种适用于在港口，运河或河口保留水的柔性水闸。 门是经济的建造和维护，并且包括门控制装置，其允许柔性膜根据需要在关闭位置和打开位置之间可控地移动。 一种灵活的防洪屏障，包括一个或多个上述柔性水闸。 这些大门是并排配置的，并提供了一个经济的方式，在易受潮汐的地区提供防洪。 当不使用时，柔性水闸的柔性膜可以储存在河床上，从而允许船舶不受限制地进入。
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公开(公告)号：US5948501A
公开(公告)日：1999-09-07
申请号：US8048
申请日：1998-01-16
申请人： Henry K. Obermeyer
发明人： Henry K. Obermeyer
CPC分类号： B60C15/0209 , B60C15/02 , E02B7/005 , Y10T403/645 , Y10T428/24 , Y10T428/24182
摘要： Metal to composite connections are described wherein multiple ply composite elements with preformed fanned marginal edges are inserted into dovetail grooves and secured by injection of solidifiable resin into the wedge shaped voids between reinforcement plys.
摘要翻译： 描述了金属对复合连接，其中具有预成形的扇形边缘的多层复合材料元件插入燕尾槽中，并通过将可固化树脂注入到加强层之间的楔形空隙中而固定。
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公开(公告)号：US5820297A
公开(公告)日：1998-10-13
申请号：US704392
申请日：1996-08-27
申请人： Dennis G. Middleton
发明人： Dennis G. Middleton
摘要： A device for building a berm to contain a leak or spill has a plurality of corner members each having an elongated member spaced there between. The elongated members are formed from a pliable strip having a vinyl housing and being filled with a foam material having shape retention properties. The elongated members are sized and cut at the workplace to form a berm of sufficient size to meet the present spill containment problem. Once the side members and corner members have been selected and arranged, they are secured to the building floor by a caulking compound. Strapping material can then be applied, if necessary, to seal the joints between the corner members and the side members of the berm.
摘要翻译： 用于建造护堤以容纳泄漏或泄漏的装置具有多个角部件，每个角部件具有在其间隔开的细长构件。 细长构件由具有乙烯基壳体的柔性带形成并且填充有具有形状保持性质的泡沫材料。 细长构件在工作场所的尺寸和切割尺寸以形成足够尺寸的护堤以满足目前的泄漏容纳问题。 一旦选择和布置了侧面构件和角部构件，就通过填缝料将其固定到建筑物地板上。 如果需要，可以施加捆扎材料以密封拐角构件和护堤的侧构件之间的接合部。
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公开(公告)号：US5735636A
公开(公告)日：1998-04-07
申请号：US479044
申请日：1995-06-07
申请人： Peter Szita , Louis Dubreuil
发明人： Peter Szita , Louis Dubreuil
CPC分类号： E21B7/28 , B23B47/28 , E02B3/16 , E21B17/1057 , E21B7/001 , B23B2247/04
摘要： A method for installing expansion joints in concrete dams using a sealing device includes the steps of boring a hole in the dam intended for receiving the sealing device at a distance from water retained by the dam, installing the sealing device in the hole, and completing the expansion joint by cutting the dam on each side of the hole such that the hole communicates with the downstream side of the dam and with the water on the upstream side thereof. The cut is also made to communicate with the hole and thus with the sealing device. Second and third holes are bored before installing the sealing device in the first hole with the second and third holes overlapping on each side of the first hole. The sealing device comprises a tubular and elastic cell adapted to be inserted and installed in the first hole and includes reinforcements spaced from each other. The sealing device is first positioned in the first hole with its reinforcements located opposite the second and third holes, and is then filled under required pressure with an appropriate fluid.
摘要翻译： 使用密封装置将膨胀节设置在混凝土坝中的方法包括以下步骤：在坝的孔中钻孔，用于接收密封装置，与水坝保持一定距离的距离，将密封装置安装在孔中，并完成 通过在孔的每一侧切割坝，使得孔与坝的下游侧和其上游侧的水连通。 切口也与孔连通，因此与密封装置连通。 在将密封装置安装在第一孔中之前，第二和第三孔是无孔的，其中第二孔和第三孔在第一孔的每一侧重叠。 该密封装置包括一个适于插入并安装在第一孔中的管状和弹性单元，并且包括彼此分开的增强件。 密封装置首先定位在第一孔中，其加强件与第二孔和第三孔相对，然后用适当的流体在所需压力下填充。
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66.发明授权Sealing device for expansion joints of concrete dams and method for installing same 失效混凝土坝伸缩缝密封装置及其安装方法
公开(公告)号：US5449248A
公开(公告)日：1995-09-12
申请号：US031465
申请日：1993-03-15
申请人： Peter Szita , Louis Dubreuil
发明人： Peter Szita , Louis Dubreuil
CPC分类号： E21B7/28 , B23B47/28 , E02B3/16 , E21B17/1057 , E21B7/001 , B23B2247/04
摘要： A sealing device for sealing an expansion joint cut in a concrete dam comprises a tubular cell made of an elastic material and provided at its upper and lower ends respectively with a rigid upper ferrule and a rigid and rounded lower ferrule. Cables are mounted between the upper and lower ferrules for preventing the longitudinal stretching of the cell. The cell includes two longitudinal reinforcements spaced one from another and disposed opposite the cut for preventing the radial deformation of the cell in the cut. A continuous peripheral space is defined on the cell between the lower ends of the reinforcements and the upper end of the lower ferrule to allow the cell to form a continuous peripheral seal against the walls of a hole bored along the expansion joint. A method for the installation of the expansion joint in the concrete dam using the sealing device is also proposed, wherein the sealing device is installed in a hole bored on the expansion joint, the reinforcements being positioned in the direction of the water flow. The cell is then filled and pressurized with appropriate fluids. The expansion joint is obtained by the completion of the cut.
摘要翻译： 用于密封在混凝土坝中切割的膨胀节的密封装置包括由弹性材料制成的管状电池，并在其上端和下端分别设置有刚性上套圈和刚性和圆形的下套圈。 电缆安装在上下套圈之间，以防止电池的纵向拉伸。 电池包括彼此间隔开并与切割件相对设置的两个纵向加强件，以防止切割中的电池的径向变形。 在加强件的下端和下套圈的上端之间的单元上限定连续的外围空间，以允许电池对沿着膨胀接头钻出的孔的壁形成连续的周边密封。 还提出了一种使用密封装置将膨胀接头安装在混凝土坝中的方法，其中密封装置安装在膨胀接头上钻孔中，加强件沿水流方向定位。 然后将细胞用适当的流体填充和加压。 通过切割完成膨胀接头。
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公开(公告)号：US5388928A
公开(公告)日：1995-02-14
申请号：US90781
申请日：1993-07-13
申请人： Yuji Kumagai
发明人： Yuji Kumagai
CPC分类号： E02B7/005 , Y10S425/81
摘要： In a flexible membraneous weir 1 having a bag made of a flexible membrane 2 such as a rubber membrane or the like laid on a river bed and slope surfaces of the both river sides across the river and adapted to be erected or collapsed by charging or discharging fluid to or from the aforementioned bag, a rigid fin 10 is provided partly at a predetermined location along the river width direction of the outer surface of the above-mentioned flexible membrane 2. In this flexible membraneous weir, when it is collapsed, V-notch deformation is generated surely at the location corresponding to the above-mentioned rigid fin.
摘要翻译： 在具有由诸如布置在河床上的橡胶膜等的柔性膜2制成的袋和横跨河流的两条河侧的倾斜表面制成的袋的柔性膜式堰1中，适于通过充放电而竖起或折叠 流体到上述袋子或从上述袋子中流出，刚性翅片10部分地设置在沿着上述柔性膜2的外表面的河宽度方向的预定位置处。在这种柔性膜状堰中，当折叠时， 在对应于上述刚性翅片的位置处可靠地产生切口变形。
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公开(公告)号：US5318381A
公开(公告)日：1994-06-07
申请号：US692968
申请日：1991-04-29
申请人： Yasushi Enami , Shunji Mitani , Yoshihiro Sato
发明人： Yasushi Enami , Shunji Mitani , Yoshihiro Sato
CPC分类号： E02B7/005
摘要： In a collapsible rubber dam, a fastening portion of a flexible rubber sheet body is fixed on an upper spillway portion of an arch type concrete dam or on a riverbed of a river in a curved form in the longitudinal direction of the body.
摘要翻译： 在可折叠的橡胶坝中，柔性橡胶片体的紧固部分沿着身体的纵向方向固定在拱形混凝土坝的上部溢洪道部分或河流的河床上。
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公开(公告)号：US5255999A
公开(公告)日：1993-10-26
申请号：US763123
申请日：1991-09-20
申请人： Johan A. Perslow
发明人： Johan A. Perslow
摘要： A water-level control device is provided for controlling water levels between a high-tide level and a low-tide level. The water-level control device comprises a tiltable pipe connected to a drain pipe by a flexible joint. Tilting of the pipe allows flow of water from a high-tide point to a low-tide point. Water is pumped into a pond continuously, and the variable-height weir cyclically varies the outflow to simulate a tidal cycle.
摘要翻译： 提供水位控制装置，用于控制高潮位和低潮位之间的水位。 水位控制装置包括通过柔性接头连接到排水管的可倾斜管。 管道的倾斜允许水从高潮点流到低潮点。 水被连续地泵入池塘，可变高度堰周期性地改变流出物以模拟潮汐循环。
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公开(公告)号：US4966491A
公开(公告)日：1990-10-30
申请号：US388084
申请日：1989-08-01
申请人： Jay W. Sample
发明人： Jay W. Sample
CPC分类号： E02B3/04
摘要： A Subsurface Dune Protection System making use of a wedge-shaped geotextile container of such size it must be filled with a sand slurry or water in situ. The wedge-shape permits provision of a slope to an upper wave impacting surface for dissipation of wave forces and accretion of sand on a dune surface being protected. The container can be divided into cells so that each cell presents a particular wave impacting surface as the cells increase in height as they progress landward. The cells are formed by walls of impermeable material for filling with water in rapid emergency installations and can later be filled with wet sand as the water is displaced for a permanent installation. The impermeable walls cause the sand to remain wet substantially increasing weight of the container. The substantial length, width and weight of the container provide significant resistance to storm wave forces.
摘要翻译： 使用这种尺寸的楔形土工织物容器的地下沙丘保护系统必须在原地填充砂浆或水。 楔形允许向上波浪冲击表面提供斜坡，用于消除波浪力并在被保护的沙丘表面上积沙。 容器可以分成细胞，使得每个细胞呈现出特定的波浪冲击表面，随着细胞向内进展时细胞的高度增加。 细胞由不透水材料的壁形成，用于在快速应急装置中填充水，并且随着水被移动以便永久安装，随后可以填充湿沙子。 不渗透的墙壁使得沙子保持湿润，从而显着增加了容器的重量。 容器的实质长度，宽度和重量提供了对暴风波力的显着抵抗。
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