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公开(公告)号：US11300093B2
公开(公告)日：2022-04-12
申请号：US16322185
申请日：2018-04-30
申请人： Henry K. Obermeyer
摘要： The present invention is a reversible pump-turbine installation positioned in a vertical borehole instead of in a conventional underground powerhouse or deep concrete powerhouse. The required plant cavitation coefficient may be achieved by simply boring a vertical borehole to the required depth rather than routing the water flow to and from a deeply buried powerhouse. A pneumatically controlled pressure relief valve may be incorporated into this invention.
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公开(公告)号：US20190249691A1
公开(公告)日：2019-08-15
申请号：US15932145
申请日：2018-02-12
CPC分类号： F04F10/02 , E02B1/003 , E02B9/06 , F03B13/086
摘要： This invention uses atmospheric pressure and gravity, only to power a new energy system. Renewable, clean energy from new sources is much needed in the U.S. and the world today. Many possible locations exist in the U.S. that this new system can be installed. If the potential of this new system is fulfilled, the country's economy will benefit greatly over the next many years. Thousands of permanent jobs will be created.
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3.发明授权公开(公告)号：US10371118B2
公开(公告)日：2019-08-06
申请号：US15578061
申请日：2016-06-01
发明人： Thibault Neu
摘要： A device and method for converting electric energy into pneumatic energy and vice versa, which involves: pumping a liquid forming a liquid piston into a conversion chamber in which a quantity of air is trapped until the air reaches a pressure of a compressed air storage vessel; or churning a liquid by expanding the compressed air in a conversion chamber which is filled with a quantity of liquid, in which device or method the pumping or the churning of the water takes place in the same conversion chamber and consecutively in at least two pumping or churning stages, respectively, provided so as to operate in different pressure ranges. The present device and method can be used in particular in the field of converting and storing electric energy.
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公开(公告)号：US10267012B2
公开(公告)日：2019-04-23
申请号：US15441099
申请日：2017-02-23
发明人： Michael L. Turner
摘要： A device and method for the creation of a water proof component void form unit to create space between concrete structures and expansive soil for the passage of plumbing lines, electrical lines and other utility conduit lines is described. The unit includes a plurality of panels interlocked with one or more connectors. The panels are aligned opposite one another and are configured to abut one another to create a route. The panels are located in a trench and configured to define a void space underground for the passage of the utility conduit lines. A top cap overlays across the panels. Utility conduit lines are routed within the void space and adjusted according to needs. The unit is configured to resist soil expansive forces so as to protect the placement and integrity of the utility conduit lines.
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公开(公告)号：US09068671B2
公开(公告)日：2015-06-30
申请号：US13643775
申请日：2010-07-28
申请人： Jianmin Zhang , Weilin Xu , Shanjun Liu , Wei Wang , Jingxue Qu , Jun Deng , Zhong Tian , Jiangang Chen , Gang Lei , Yu Ren
发明人： Jianmin Zhang , Weilin Xu , Shanjun Liu , Wei Wang , Jingxue Qu , Jun Deng , Zhong Tian , Jiangang Chen , Gang Lei , Yu Ren
CPC分类号： F16L9/00 , E02B9/06 , F03B11/002 , F03B13/105 , Y02E10/22 , Y02E10/226 , Y10T137/2087
摘要： An aerated swirling vertical shaft with double volute chambers comprises an upper volute chamber (2) and a first shrinking section (3) beneath the upper volute chamber (2), a venting passage (4) outside the upper volute chamber (2), a vertical shaft section (7) beneath the first shrinking section (3), as well as an aerated lower volute chamber (5) and a second shrinking section (6) communicated with the aerated lower volute chamber (5) between the first shrinking section (3) and the vertical shaft section (7), wherein the upper end of the aerated lower volute chamber (5) is connected with the first shrinking section (3), the lower end of the second shrinking section (6) is connected with the vertical shaft section (7); the upper end of the venting passage (4) is communicated with the atmosphere and the lower end is communicated with the aerated lower volute chamber (5). The water stream in the vertical shaft can be discharged smoothly and the wall surface of the vertical shaft may avoid being destroyed due to cavitation and cavitation erosion.
摘要翻译： 具有双涡卷室的充气旋转垂直轴包括在上蜗壳（2）下方的上蜗壳室（2）和第一收缩部分（3），在上蜗壳室（2）外部的排气通道（4） 第一收缩部分（3）下方的垂直轴部分（7）以及在第一收缩部分（5）和第二收缩部分（6）之间连通的充气下部蜗壳室（5）和第二收缩部分（6） 3）和垂直轴部（7），其中，充气下蜗壳室（5）的上端与第一收缩部（3）连接，第二收缩部（6）的下端与 垂直轴段（7）; 通气通道（4）的上端与大气连通，下端与充气的下蜗壳室（5）连通。 垂直轴中的水流可以平稳地排出，垂直轴的壁面可以避免由于空化和空化侵蚀而被破坏。
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公开(公告)号：US5487621A
公开(公告)日：1996-01-30
申请号：US192289
申请日：1994-02-04
申请人： Kunio Takada , Kenji Otani , Masayuki Yamada , Saburo Maru , Sumio Sudo , Sadashi Tanaka
发明人： Kunio Takada , Kenji Otani , Masayuki Yamada , Saburo Maru , Sumio Sudo , Sadashi Tanaka
IPC分类号： E02B9/06 , E03F1/00 , E03F5/22 , F02M69/04 , F04D1/06 , F04D15/00 , F04D29/44 , F04D29/60 , F04D29/66 , E02F1/00 , E02B11/00
CPC分类号： F04D15/0055 , E02B9/06 , E03F1/00 , E03F5/22 , F04D1/06 , F04D15/0072 , F04D29/448 , F04D29/605 , F04D29/669 , F05B2260/96 , F05C2225/08 , Y02E10/22 , Y10T137/402
摘要： An underground water channel is provided in an underground of a large depth, and rain water and the like flow into this underground channel from flood control channels, conduits and rivers through vertical shafts. A pump well of a pump station is connected to a downstream end of the underground channel, and water flowing into the pump well is discharged by a pump to a discharge tank. The pump is disposed generally at a medium water level of the underground channel, and a lowest water level L.W.L enabling draining is the medium water level of the underground channel. In an open channel flow operation of an open channel-closed channel mixed flow operation, water level of the underground channel is maintained at the lowest water level L.W.L, so that the underground channel is in an open channel condition. In the closed channel flow operation, the underground channel is fully filled with water, and further water level rises into the vertical shafts, so that the underground channel is in a closed channel condition. By changing an outflow factor in accordance with rainfall patterns, the rate of flow into the vertical shafts can be accurately estimated, so that the large-depth underground drainage facility can be run in a stable manner.
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公开(公告)号：US5066167A
公开(公告)日：1991-11-19
申请号：US640234
申请日：1991-01-11
申请人： Erwin Siegfried , Peter Marti
发明人： Erwin Siegfried , Peter Marti
CPC分类号： E04C5/12 , E02B9/06 , E04G21/12 , E21D11/107 , Y02E10/22
摘要： The prestressed concrete lining has several reinforcement elements (32) distributed around the circumference and along the length of the pressure tunnel. There are prestressing elements (38, 39, 40, 41) which encompass at least a part of the circumference of the pressure tunnel. A bottom part (35) is disposed within the pressure tunnel, formed of several elongated anchorage bodies (15) in series. Each of the anchorage bodies (15) has an essentially U-shaped cross section. In each of the arms (2, 3) of the anchorage bodies turned towards the inside of the tunnel there are first means (5) for passing through at least one of each of the prestressing elements (38, 39, 40, 41). An bearing plate (8) is disposed on each of the facing inner surfaces of the arms in the region of each of the first pass-through means (5). Second means (10) for passing through at least one of each of the prestressing elements (38, 39, 40, 41) are foreseen in the base arm of the anchorage body 15. Each of the prestressing elements (38, 39, 40, 41) is, starting from a dead end anchor (43, 44), led through one of the second pass-through means (10) of one of the anchorage bodies (15) and, after crossing through one of the first pass-through means (5) of one of the anchorage bodies, ends in an anchor head of a stressing anchorage (42) bordering on one of the bearing plates (8). By use of the anchorage bodies a prestressed concrete lining can be simplified with respect to the state of the art. In particular, it guarantees speedy advancement in the progress of the construction. The construction time is therefore reduced.
摘要翻译： 预应力混凝土衬砌具有分布在圆周周围并且沿着压力通道长度的多个加强元件（32）。 存在包围压力通道的圆周的至少一部分的预应力元件（38,39,40,41）。 底部（35）设置在压力隧道内，由多个细长的锚固体（15）串联形成。 每个锚固体（15）具有基本上U形的横截面。 在锚固体的每个臂（2,3）中，朝向隧道内部转动，具有用于穿过每个预应力元件（38,39,40,41）中的至少一个的第一装置（5）。 在第一通过装置（5）的每一个的区域中，在臂的每个相对的内表面上设置有支承板（8）。 在锚固体15的基部臂中预见穿过每个预应力元件（38,39,40,41）中的至少一个的第二装置（10）。每个预应力元件（38,39,40,41） 41）从死端锚（43,44）开始，引导通过其中一个锚固体（15）的第二通过装置（10）中的一个，并且在穿过第一通孔 其中一个锚固体的装置（5），在与承载板（8）中的一个接合的应力锚固件（42）的锚固头中的端部。 通过使用锚固体，相对于现有技术，可以简化预应力混凝土衬砌。 特别是保证了施工进度的快速提升。 施工时间因此减少。
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8.发明授权
公开(公告)号：US4338043A
公开(公告)日：1982-07-06
申请号：US971193
申请日：1978-12-20
CPC分类号： E02D15/10
摘要： Method and installation for depositing materials on an ocean bed in accordance with a given line in which the autonomous vehicle is displaced on the ocean bed by accurately following said line whereby the vehicle is provided with a hopper, a ship is moved on the surface of the ocean roughly in accordance with said line, the materials are discharged from this ship towards the hopper and are guided by means of a pipe suspended beneath the ship and whose lower end is not integral with the hopper, wherein the propulsion means of the pipe disposed at the lower end thereof are operated so that the lower end of the pipe is forced to remain above the hopper.
摘要翻译： 方法和装置，用于根据给定的线路在海床上沉积材料，其中自动车辆通过准确地跟随所述线路而在海床上移动，由此车辆设置有料斗，船舶在 大致按照所述线路的海洋，材料从该船向料斗排放，并且通过悬挂在船下方的管道引导，并且其下端不与料斗成一体，其中管道的推进装置设置在 其下端被操作，使得管的下端被迫保持在料斗上方。
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公开(公告)号：US2602299A
公开(公告)日：1952-07-08
申请号：US79370247
申请日：1947-12-24
发明人： CARL SONDEREGGER
IPC分类号： E02B9/06
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公开(公告)号：US2115190A
公开(公告)日：1938-04-26
申请号：US7334136
申请日：1936-04-08
申请人： BRADLEY ROBERT A
发明人： BRADLEY ROBERT A
CPC分类号： E02B9/06 , E02C1/06 , Y02A10/386 , Y02E10/22
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