-
公开(公告)号：US11225767B1
公开(公告)日：2022-01-18
申请号：US17464215
申请日：2021-09-01
发明人： Tahar Ayadat , Andi Asiz
摘要： The present disclosure discloses an earthen dam structure including a core wall that includes a homogeneous mixture of clay, sand, powdered tire rubber and Portland cement. Additionally, the core wall contains the powdered tire rubber in an amount sufficient to increase a modulus of elasticity of the core wall to over 10 MPa while keeping a hydraulic conductivity of the core wall under 100 feet/year. The earthen dam structure further includes an upstream embankment portion and a downstream embankment portion, each positioned adjacent to the core wall, and a spillway configured to prevent water from overtopping a crest of the core wall.
-
公开(公告)号：US07517174B2
公开(公告)日：2009-04-14
申请号：US12102042
申请日：2008-04-14
申请人： Victor Wolynski , Dale E. Polk, Jr. , Dean Higley
发明人： Victor Wolynski , Dale E. Polk, Jr. , Dean Higley
IPC分类号： E02D15/00
摘要： The present invention relates to a molded pile (e.g., 17) that includes a unitary elongated body (52) and an elongated tube (142) residing longitudinally within the elongated body (52). The elongated body (52) includes first (151) and second (154) exterior elongated plates that are spaced apart and opposed to each other. The elongated body (52) also includes a plurality of internal ribs (157) interposed between and being continuous with the first (151) and second (154) exterior elongated plates. The internal ribs (157) together define a plurality of apertures (67) and an elongated passage (160) that extends the length of the elongated body (52). The elongated tube (142) resides within the elongated passage (160), and provides fluid communication between upper (145) and lower (148) ends of the elongated body. Passage of a high pressure fluid (e.g., water and/or air) through elongated tube 142 results in fluidization of a penetrable material (e.g., soil) into which the lower portion (58) of the elongated body (52) is driven. The apertures (67) are dimensioned to receive fluidized penetrable material therein, thereby anchoring the lower portion (58) of the elongated body (52) within the penetrable material (178). The present invention also relates to a method of installing or anchoring the molded pile in a penetrable material (178).
摘要翻译： 本发明涉及一种模制桩（例如17），其包括一个整体细长体（52）和一个纵向位于细长体（52）内的细长管142。 细长主体（52）包括间隔开并彼此相对的第一（151）和第二（154）外部细长板。 细长主体（52）还包括插入在第一（151）和第二（154）外部细长板之间并且与第一（151）和第二（154）外部细长板连续的多个内部肋（157）。 内部肋（157）一起限定多个孔（67）和延伸长形体（52）的长度的细长通道（160）。 细长管（142）位于细长通道（160）内，并且在细长体的上部（145）和下部（148）端部之间提供流体连通。 通过细长管142将高压流体（例如水和/或空气）通过导致细长体（52）的下部（58）被驱动的穿透材料（例如，土壤）的流化。 孔67被设计成在其中容纳流化的可渗透材料，从而将细长体52的下部58卡在可穿透材料178内。 本发明还涉及将模制桩安装或固定在可穿透材料（178）中的方法。
-
公开(公告)号：US20080273928A1
公开(公告)日：2008-11-06
申请号：US12102042
申请日：2008-04-14
申请人： Victor Wolynski , Dale E. Polk , Dean Higley
发明人： Victor Wolynski , Dale E. Polk , Dean Higley
IPC分类号： E02D15/00
摘要： The present invention relates to a molded pile (e.g., 17) that includes a unitary elongated body (52) and an elongated tube (142) residing longitudinally within the elongated body (52). The elongated body (52) includes first (151) and second (154) exterior elongated plates that are spaced apart and opposed to each other. The elongated body (52) also includes a plurality of internal ribs (157) interposed between and being continuous with the first (151) and second (154) exterior elongated plates. The internal ribs (157) together define a plurality of apertures (67) and an elongated passage (160) that extends the length of the elongated body (52). The elongated tube (142) resides within the elongated passage (160), and provides fluid communication between upper (145) and lower (148) ends of the elongated body. Passage of a high pressure fluid (e.g., water and/or air) through elongated tube 142 results in fluidization of a penetrable material (e.g., soil) into which the lower portion (58) of the elongated body (52) is driven. The apertures (67) are dimensioned to receive fluidized penetrable material therein, thereby anchoring the lower portion (58) of the elongated body (52) within the penetrable material (178). The present invention also relates to a method of installing or anchoring the molded pile in a penetrable material (178).
摘要翻译： 本发明涉及一种模制桩（例如17），其包括一个整体细长体（52）和一个纵向位于细长体（52）内的细长管142。 细长主体（52）包括间隔开并彼此相对的第一（151）和第二（154）外部细长板。 细长主体（52）还包括插入在第一（151）和第二（154）外部细长板之间并且与第一（151）和第二（154）外部细长板连续的多个内部肋（157）。 内部肋（157）一起限定多个孔（67）和延伸长形体（52）的长度的细长通道（160）。 细长管（142）位于细长通道（160）内，并且在细长体的上部（145）和下部（148）端部之间提供流体连通。 通过细长管142将高压流体（例如水和/或空气）通过导致细长体（52）的下部（58）被驱动的穿透材料（例如，土壤）的流化。 孔67被设计成在其中容纳流化的可渗透材料，从而将细长体52的下部58卡在可穿透材料178内。 本发明还涉及将模制桩安装或固定在可穿透材料（178）中的方法。
-
公开(公告)号：US4406565A
公开(公告)日：1983-09-27
申请号：US258703
申请日：1981-04-29
CPC分类号： E21D23/0481 , E21F15/02
摘要： A slidable filling dam has along the heading dam segments (4) articulated in a hinged roof-bar (7) of a mine lining. The slidable dam has near-floor beams (1) which are provided at their ends with terminal eyes (2) to connect two neighboring dam segments (4) at the point of their connection with footings (9) by means of bolts (10, 11). The near-floor beam (1) has in its central part at least one central eye (5) to fix a hydraulic ram (6) pulling up segments (4) of the filling dam.
摘要翻译： 一个可滑动的填充坝沿着矿井衬里的铰接屋顶栏（7）铰接的水坝段（4）。 可滑动的坝具有近地板梁（1），它们的端部设置有端眼（2），以通过螺栓（10，10）连接两个相邻的坝段（4），在它们与地脚（9） 11）。 近地板梁（1）在其中心部分具有至少一个中心眼（5），以固定拉出填充坝的段（4）的液压柱塞（6）。
-
公开(公告)号：US4102143A
公开(公告)日：1978-07-25
申请号：US759028
申请日：1977-01-13
CPC分类号： E02D27/42 , E02B17/027 , E02D27/50 , Y10T24/44607 , Y10T403/7056
摘要： Anchoring arrangements for structures such as offshore towers. Wedges which fit down into spaces defined by downwardly converging surfaces fixed to the structure and to an anchor member, respectively, are held in frictional locking engagement by means of bias weights. Two sets of wedge type interlocks are provided in longitudinally displaced relationship and are arranged in reverse order so that downward bias forces on the wedges serves to provide locking against relative movement in opposite longitudinal directions.
摘要翻译： 离岸塔等结构的锚定安排。 分别由固定在结构上的向下收敛的表面和锚定构件分别限定的空间中的楔形件通过偏置重量保持摩擦锁定接合。 两组楔形互锁以纵向位移关系提供，并且以相反的顺序布置，使得楔形物上的向下偏压力用于提供相对纵向方向上相对运动的锁定。
-
公开(公告)号：US3835652A
公开(公告)日：1974-09-17
申请号：US28976572
申请日：1972-09-18
申请人： HIGNITE W
发明人： HIGNITE W
摘要： Rubbish is disposed of by drilling a plurality of large vertical holes in a large area of land having relatively firm soil. Small charges of loose rubbish are dumped into each hole. After each charge is dumped, the rubbish is compacted, as by hammering and/or downward compression. The area may then be covered with soil. To provide stability, the holes are drilled to a point above the water table, and adjacent holes are spaced and separated by a substantial mass of soil.
摘要翻译： 通过在具有相对坚固的土壤的大面积的土地上钻多个大的垂直孔来处理垃圾。 小垃圾的垃圾被倾倒入每个洞。 在每次充电被倾倒之后，通过锤击和/或向下压缩来将垃圾压实。 然后可以用土壤覆盖该区域。 为了提供稳定性，孔被钻到水台上方的一个点上，并且相邻的孔被大量土壤间隔开并分离。
-
公开(公告)号：US3686886A
公开(公告)日：1972-08-29
申请号：US3686886D
申请日：1969-12-22
CPC分类号： B63B35/44
摘要： A plant for the manufacture of floating concrete structures in open and substantially unsheltered bodies of water, comprising a concrete ring floating in the water with its axis normally substantially vertical and its upper end above the water surface. The wall structure of the concrete ring includes a plurality of circumferentially spaced, pressure-tight, preferably cylindrical cavities extending in the axial direction of the ring. At least some of these cavities are adapted to serve as ballast and trimming tanks which can be filled with water to a variable extent, whereby the buoyancy, the floatation height and the attitude of the concrete ring in the water can be controlled. The total volume of the cavities is such that the total displacement of the concrete ring exceeds substantially the total dead-weight of the ring. The water area enclosed by the concrete ring is efficiently protected against wave motions, currents and winds, wherefore the manufacture of floating concrete structures can take place in this water area substantially without any disturbances from weather forces. The upper ring-shaped end of the floating concrete ring supports all those apparatuses, equipments, devices and facilities that are necessary for the production, such as concrete mixing stations, cranes, elevators, conveyors, electric power plants, compressed air plants, pump stations, control stations for the control of the ballast and trimming tanks of the concrete ring, workshops, crew spaces etc. Some of the large cavities in the wall structure of the floating ring can also be used as store spaces for materials necessary for the production, such as cement, gravel, sand, reinforcement materials etc. The concrete ring is moored through a large number of mooring ropes to an anchor resting upon the bottom of the body of water. The anchor consists preferably of a concrete ring having a wall structure including a plurality of circumferentially spaced, sealed, pressure-tight cavities adapted to serve as ballast tanks which can be filled with water to a variable extent for determining the total weight of the anchor ring and thus the anchoring force thereof. Preferably, the total volume of the ballast tanks in the anchor ring is such that the displacement of the anchor ring in the water exceeds the deadweight of the anchor ring, whereby this can be brought to a floating position in the surface of the water in that the ballast tanks are emptied. In this way the anchor ring can be towed in a floating position to the intended site of use.
-
公开(公告)号：US20060251479A1
公开(公告)日：2006-11-09
申请号：US11414090
申请日：2006-04-28
申请人： Karl Bogle
发明人： Karl Bogle
IPC分类号： E02D15/00
摘要： A device for being driven into an earthen surface. The device includes a lubrication system having a manifold. The manifold includes first orifices that deliver lubricant to the interior space of the pile body. The first orifices are spaced around a 360-degree circumference of a lower end of the device body at intervals no greater than about 50% of the 360-degree circumference. The manifold also includes second orifices that deliver lubricant to the exterior surface of the device body. The second orifices are spaced around a 360-degree circumference of a lower end of the pile body at intervals no greater than about 50% of the 360-degree circumference.
摘要翻译： 用于驱动到土层表面的装置。 该装置包括具有歧管的润滑系统。 歧管包括将润滑剂输送到桩体的内部空间的第一孔。 第一孔口围绕装置主体的下端的360度圆周间隔不大于360度圆周的大约50％。 歧管还包括将润滑剂输送到装置主体的外表面的第二孔。 第二孔围绕桩体下端的360度圆周间隔不大于360度圆周的大约50％。
-
9.发明授权Placement of a substantially non-flowable cementitious material in an underground space 失效将基本上不可流动的水泥质材料放置在地下空间中
公开(公告)号：US5577865A
公开(公告)日：1996-11-26
申请号：US508356
申请日：1995-07-28
CPC分类号： C04B40/0028 , C04B28/021 , E02D15/04 , C04B2111/00146 , C04B2111/00724 , Y10S106/01
摘要： Method of admixing and placing a substantially non-flowable cementitious material into an underground space, such as a mine shaft or the like. In a preferred embodiment, a cement slurry including about 95% Class F fly ash and about 5% hydraulic cement is admixed with an activator using a high intensity mixer to form a substantially non-flowable cementitious material, wherein the substantially non-flowable material is pumped through a conduit and placed into the underground space. The cementitious material does not flow away from the area of placement.
摘要翻译： 将基本上不可流动的水泥质材料混合并放置在诸如矿井等的地下空间中的方法。 在优选的实施方案中，使用高强度混合器将包括约95％F级飞灰和约5％水硬性水泥的水泥浆与活化剂混合以形成基本上不可流动的水泥质材料，其中基本上不可流动的材料是 泵送通过管道并放置到地下空间。 胶结材料不会从放置区域流出。
-
公开(公告)号：US5222839A
公开(公告)日：1993-06-29
申请号：US715309
申请日：1991-06-10
申请人： Kazunori Ishida , Yasutaka Nakai , Motoyoshi Ishii , Taisuke Kato , Kiyoyuki Abe
发明人： Kazunori Ishida , Yasutaka Nakai , Motoyoshi Ishii , Taisuke Kato , Kiyoyuki Abe
IPC分类号： E02D15/00
CPC分类号： E02D15/00
摘要： An improved method for underwater reclamation is disclosed. Dredged mud sent under pressure by an earth and sand conveying device is treated with solidifying material, and before it is solidified, it is directly fed to an underwater reclaiming apparatus. The treated mud is fed through a discharge port of the underwater reclaiming apparatus, while the discharge port is always maintained embedded at a constant depth in a previously deposited underwater reclamation mud layer at the bottom of the water. An apparatus for underwater reclamation that is suitable for practicing the improved method is also disclosed.
摘要翻译： 公开了一种改进的水下回收方法。 用砂土输送装置在压力下输送的疏浚泥用固化处理，固化前直接进入水下回收装置。 经处理的泥浆通过水下回收设备的排放口进入，而排水口始终保持埋在水底部先前沉积的水下回填泥浆层中的恒定深度。 还公开了一种适于实施改进方法的水下回收装置。
-
-
-
-
-
-
-
-
-
搜索结果
47 条记录 (耗时 0.013 秒)
