Canadian flexible dams
    31.
    发明授权
    Canadian flexible dams 失效
    加拿大柔性水坝

    公开(公告)号:US4647250A

    公开(公告)日:1987-03-03

    申请号:US487465

    申请日:1983-04-18

    申请人: Ralph H. Howard

    发明人: Ralph H. Howard

    IPC分类号: E02B7/00

    CPC分类号: E02B7/005

    摘要: The present invention deals with flexible wall dams used for restricting the flow of rivers, seawaters, or the like, using in combination: an upstanding, continuous, impermeable, inextensible, reinforced, flexible wall having elongated upper and lower peripheral edges, with the lower edge positively and substantially sealingly secured to the base of the waterbed by being inserted into a curvaceous longitudinal channel anchored to the waterbed, and the upper edge supported by means of floating vessels, transferring their loads through anchoring cables to points upstream.

    摘要翻译: 本发明涉及用于限制河流,海水等的流动的柔性墙坝,其组合使用:具有细长的上周边和下周边的直立的,连续的,不可渗透的,不可伸长的,增强的柔性壁,下部 边缘通过插入到锚固到水床的弯曲纵向通道中并且通过浮动容器支撑的上部边缘,通过锚定电缆将其载荷传递到上游的点,从而基本上密封地固定到水床的底部。

    Collapsible rubber dam installation
    32.
    发明授权
    Collapsible rubber dam installation 失效
    可折叠橡胶坝安装

    公开(公告)号:US4330224A

    公开(公告)日:1982-05-18

    申请号:US126749

    申请日:1980-03-03

    IPC分类号: E02B7/00 E02B7/02

    CPC分类号: E02B7/005

    摘要: A collapsible rubber dam installation comprising a rubber dam built across a watercourse such as a river or the like and operative to be raised by supplying fluid such as air, water or the like. The dam is collapsed by discharging the fluid therein into atmosphere. A fluid supply and discharge conduit have one end connected to the inside of the rubber dam at a position which is higher than at least a level of drain collected therein and have the other end extending substantially upwardly with an ascending inclination.

    摘要翻译: 一种可折叠的橡胶坝装置,其包括在诸如河流等的水道上建造的橡胶坝,并且可通过供应诸如空气,水等的流体而被升起。 大坝通过将其中的流体排放到大气中而坍塌。 流体供应和排放导管的一端在橡胶坝的内部连接到高于至少收集在其中的排水平面的位置,并且另一端以上升的倾斜基本向上延伸。

    Collapsable dam
    34.
    发明授权
    Collapsable dam 失效
    可折叠大坝

    公开(公告)号:US4279540A

    公开(公告)日:1981-07-21

    申请号:US10773

    申请日:1979-02-09

    IPC分类号: E02B7/00 E02B7/04

    CPC分类号: E02B7/005

    摘要: A deformable dam made of an impermeable flexible membrane secured in a water tight manner to the bottom and side walls of a river. The flexible membrane is inflatable using either air or water, or a combination to vary the overall effective length of the dam.

    摘要翻译: 由不透水柔性膜制成的可变形坝,以水密方式固定在河流的底部和侧壁上。 柔性膜可以使用空气或水,或组合来充气以改变坝的整体有效长度。

    Long-life floodgate
    35.
    发明授权
    Long-life floodgate 失效
    长寿闸闸

    公开(公告)号:US4089180A

    公开(公告)日:1978-05-16

    申请号:US815001

    申请日:1977-07-12

    IPC分类号: E02B7/00 E02B7/20

    CPC分类号: E02B7/005

    摘要: The invention relates to a floodgate for use with an earthen levee having a cut therein. The floodgate includes a generally rectangular piece of sheet material having sufficient dimensions to cover the area of the levee defining the cut when the floodgate is in its water-passing position. The floodgate further includes an elongated relatively rigid pole having a length greater than the width of the cut in the levee. A loop is formed in the piece of sheet material along one end thereof, generally across the width thereof, and having a void area encompassed thereby at least as great as the cross-sectional area of the pole so that the pole may be received by the loop, and so that the pole may be rotated to wrap the sheet material around the pole while the pole is received by the loop. Preferably, the sheet is polyethylene having ultra-violet inhibitor, about 14 to 16 mils thick, and about 9 feet by 4 or more feet.

    摘要翻译: 本发明涉及一种与在其中切割的土堤一起使用的闸门。 闸门包括一个大致矩形的片状材料片材,具有足够的尺寸以便在闸门处于其通水位置时覆盖限定切割的堤坝区域。 闸门还包括长度大于堤坝中切口宽度的长度相对刚性的杆。 通常在其片材的一端形成有一个环绕其整个宽度的环,并且具有至少与极的横截面积一样大的空隙区域,使得极可被 并且使得极可以在杆被圆环接收的同时旋转以将片材包裹在杆周围。 优选地,该片材是具有约14至16密耳厚和约9英尺×4英尺的紫外线抑制剂的聚乙烯。

    Method and a device for building immersed foundations
    36.
    发明授权
    Method and a device for building immersed foundations 失效
    沉浸式基础的方法和装置

    公开(公告)号:US3938342A

    公开(公告)日:1976-02-17

    申请号:US366354

    申请日:1973-06-04

    申请人: Jean Aubert

    发明人: Jean Aubert

    摘要: In a method for building immersed foundations on a prepared bed without preliminary unwatering by means of a platform which is intended to support the final structure, the steps which consist in positioning in the underwater bed a support having at least three bearing points which are so adjusted as to project from the bed to a height corresponding to the intended depth of the seating plane, in lowering the platform onto the bearing points, in placing a hardenable material such as concrete or mortar on the foundation bed so as to imprison at least the lower ends of anchoring means which extend downwards from the platform.

    摘要翻译: 在通过用于支撑最终结构的平台而在预备的未经初步脱水的基础上建造浸没地基的方法中,包括在水下床中定位具有如此调节的至少三个轴承点的支撑件 从床上突出到与座位平面的预期深度相对应的高度,将平台降低到承载点上,将诸如混凝土或砂浆的可硬化材料放置在基础床上,以便至少监视下部 从平台向下延伸的锚固装置的端部。

    Inflatable water-retaining barrier
    37.
    发明授权
    Inflatable water-retaining barrier 失效
    充气保水屏障

    公开(公告)号:US3928980A

    公开(公告)日:1975-12-30

    申请号:US40844373

    申请日:1973-10-23

    IPC分类号: E02B7/00 E02B7/20

    CPC分类号: E02B7/005

    摘要: This invention relates to water-retaining barrier means for a watercourse such as a river. The barrier means includes at least one flexible membrane forming an inflatable enclosure and secured to or otherwise incorporated in said enclosure as a rigid member which extends along the whole length thereof. The ends of this rigid member are arranged to bear against the banks of a watercourse in such a fashion that any stresses exerted on the barrier are transferred to the watercourse banks. In practising this invention rigid blocks may be built on the sides of the watercourse to form abutment members against which the ends of the rigid member are applied. The inflatable enclosure may be in the shape of a ''V'' with the apex of the ''V'' pointing upstream, and in this case two rigid members are incorporated with the enclosure the one ends of these rigid members being connected together at the apex of the V. In such a case also the inflatable enclosure may be in two parts particularly in the form of two frustra of a cone joined together by their major bases so that they also form a V shape. The invention also provides a method of positioning such a barrier means and also a method for damming a watercourse using such a barrier means.

    摘要翻译: 本发明涉及诸如河流之类的水道的保水屏障装置。 阻挡装置包括形成可充气外壳的至少一个柔性膜,并且固定到或以其它方式并入所述外壳中,作为沿其整个长度延伸的刚性构件。 该刚性构件的端部被布置成以施加在屏障上的任何压力转移到水道堤坝的方式承受水道的堤岸。 在实施本发明时,可以在水道的侧面上建立刚性块,以形成邻接构件,刚性构件的端部与该构件对应。 可充气外壳可以是“V”形,“V”的顶点指向上游,在这种情况下,两个刚性构件与外壳结合,这些刚性构件的一端在 在这种情况下,可膨胀的外壳也可以分为两部分,特别是两个锥形的形式,它们通过它们的主要基部连接在一起,使得它们也形成V形。 本发明还提供了一种定位这种屏障装置的方法,并且还提供了一种使用这种屏障装置阻挡水道的方法。

    Inflatable dams and dam units
    38.
    发明授权
    Inflatable dams and dam units 失效
    可燃DAMS和DAM单位

    公开(公告)号:US3786638A

    公开(公告)日:1974-01-22

    申请号:US3786638D

    申请日:1972-06-27

    申请人: FISH D

    发明人: FISH D

    IPC分类号: E02B7/00 E02B7/02

    CPC分类号: E02B7/005

    摘要: An inflatable dam unit with means to anchor it to the bed of a water course. These means are in two parts, one which primarily resists bodily movement of the unit downstream and the other which concentrates on resisting the tendency of the unit to roll. The invention also includes dams including such units when installed, and methods of damming water flow.

    摘要翻译: 一个充气水坝单元,具有将其锚定到水道的床上的手段。 这些装置分为两部分,一部分主要抵抗单元下游的身体运动,另一部分集中在抵抗单元滚动的趋势。 本发明还包括在安装时包括这种单元的坝,以及阻止水流的方法。

    Method for building immersed structures and a device for carrying out said method
    39.
    发明授权
    Method for building immersed structures and a device for carrying out said method 失效
    建立实体结构的方法和实现方法的装置

    公开(公告)号:US3720067A

    公开(公告)日:1973-03-13

    申请号:US3720067D

    申请日:1971-04-15

    申请人: AUBERT J

    发明人: AUBERT J

    CPC分类号: E02B3/06 Y02A10/14

    摘要: A method and device for the construction of dams or dikes either in rivers or in the sea. A wall of sheet piles is set in position by embedding in the bottom, a row of projecting elements is placed alongside said wall in substantially parallel relation thereto, the space formed between said projecting elements is packed with filling material, a prefabricated raft which is supported on the sheet-pile wall and on the row of elements is set in position underwater on the bottom which has thus been prepared, grout is injected into at least part of the foundation mass, whereupon the raft is anchored relative to the mass.

    摘要翻译: 一种用于在河流或海洋中建造水坝或堤坝的方法和装置。 通过嵌入底部将板桩壁放置就位,一排突出元件与所述壁一起大致平行地放置,所述突出元件之间形成的空间填充有填充材料,其被支撑为预制的木筏 在水泥板上的板桩壁和排上的元件被放置在底部的水下位置,这样制成的水泥浆被注入到基础块的至少一部分中,于是相对于质量块锚固了木筏。

    Flexible wall means
    40.
    发明授权
    Flexible wall means 失效
    柔性壁装置

    公开(公告)号:US3576109A

    公开(公告)日:1971-04-27

    申请号:US3576109D

    申请日:1969-04-15

    IPC分类号: E02B7/00 E02B7/20

    CPC分类号: E02B7/005

    摘要: A water dam is formed by a succession of flexible wall members in the form of upwardly open watertight bags. By filling the bags with water their adjacent sides are urged into sealing contact with each other and they are caused to sink into sealing engagement with the bed of the water basin being dammed.