FLOATING BREAKWATER STRUCTURE
    1.
    发明申请
    FLOATING BREAKWATER STRUCTURE 审中-公开
    浮动式破水结构

    公开(公告)号:WO1996031659A1

    公开(公告)日:1996-10-10

    申请号:PCT/US1995004148

    申请日:1995-04-04

    Inventor: WATERBREAK, INC.

    CPC classification number: E02B3/064 E02B3/062 Y02A10/15 Y02A10/18

    Abstract: A floating breakwater structure that can be positioned adjacent to a boat dock or other area to be shielded from the effect of waves, the structure having a framework (26) supported by floating members (24A, 24B) to maintain the framework above the water's surface and a plurality of adjacently positioned weighted rectangular concrete slabs (38) pendulously supported into the water from the framework at least along one side of the structure, the concrete slabs being from about 8 to 12 feet in length, from 3 to 6 feet wide and 3 to 8 inches thick.

    Abstract translation: 浮动防波堤结构,其可以邻近船坞或其他区域定位以防止波浪的影响,该结构具有由浮动构件(24A,24B)支撑以将框架保持在水表面上方的框架(26) 以及多个相邻定位的加权的矩形混凝土板(38),其至少沿着结构的一侧从框架向下垂直地支撑在水中,混凝土板的长度为约8至12英尺,宽度为3至6英尺, 3至8英寸厚

    DEVICE FOR LESSENING WAVE SWELL
    2.
    发明申请
    DEVICE FOR LESSENING WAVE SWELL 审中-公开
    用于感应波纹的装置

    公开(公告)号:WO1994012734A1

    公开(公告)日:1994-06-09

    申请号:PCT/FR1992001111

    申请日:1992-11-30

    CPC classification number: E02B3/062 Y02A10/15

    Abstract: A floating device for reducing wave swell is composed of two plates (1, 2) placed over one another and spaced apart at a defined distance, and mechanically integral with one another. The rigid assembly has two associated wave-lessening functions, the upper plate (1) serving to flatten cycloid wave movements, and the lower plate (2) serving as the vertical anchoring member. This movable device is flexibly secured on the bottom, upstream and downstream, in relation to the direction of wave swell. The association of several units in series improves the damping coefficient. Owing to the continuous braking of its vertical movement, the device is efficient over a large range of wave lengths and the structure, being subjected to calculable strains, becomes mechanically reliable. This device affords protection especially to structures, port entrances, beaches and provides stretches of smooth water in the sea.

    Abstract translation: 用于减小波浪膨胀的浮动装置由彼此放置并以规定距离隔开并且彼此机械地成一体的两个板(1,2)组成。 刚性组件具有两个相关联的减震功能,上板(1)用于平坦摆线摆动波动,下板(2)用作垂直锚定构件。 该可移动装置相对于波浪膨胀的方向灵活地固定在底部,上游和下游。 串联的几个单元的关联改善了阻尼系数。 由于其垂直运动的持续制动,该装置在大范围的波长上是有效的,并且经受可计算应变的结构变得机械可靠。 这种装置特别对结构,入口,海滩提供保护,并在海中提供平滑的水。

    SEA CONSTRUCTION METHOD WITH FLOATING ORGANISMS
    3.
    发明申请
    SEA CONSTRUCTION METHOD WITH FLOATING ORGANISMS 审中-公开
    具有浮动机构的海上施工方法

    公开(公告)号:WO1986002395A1

    公开(公告)日:1986-04-24

    申请号:PCT/FR1985000285

    申请日:1985-10-10

    CPC classification number: E02B3/062 C12N1/12 E02B3/043 Y02A10/25

    Abstract: Sea construction method implementing floating organisms, particularly algae, which are fixed to an artificial bottom of which the floatation level is controlled by a natural structure device. The method enables the arrangement of the sea by a biological process. It may be used for the formation of aquacultural reefs, marine forests, break-waters, floating islands, artificial harbours, and other marine structures for further protection and exploitation of oceans.

    Abstract translation: 实施浮式生物,特别是藻类的海上施工方法,其固定在人造底部,浮选水平由天然结构装置控制。 该方法能够通过生物过程安排海洋。 它可用于形成水产养殖礁,海洋森林,断水,浮岛,人造海港等海洋结构,以进一步保护和开采海洋。

    DEVICE FOR THE STABILIZATION OF THE SHIELDING ELEMENTS OF A STRUCTURE'S BODY
    4.
    发明申请
    DEVICE FOR THE STABILIZATION OF THE SHIELDING ELEMENTS OF A STRUCTURE'S BODY 审中-公开
    用于稳定结构体的屏蔽元件的装置

    公开(公告)号:WO1994023133A1

    公开(公告)日:1994-10-13

    申请号:PCT/FR1994000347

    申请日:1994-03-29

    CPC classification number: E02D17/20 E02B3/06 E02B3/124 Y02A10/15

    Abstract: The technical field of the invention is that of public works. One of the main applications of the invention is in marine and fluvial structures such as dikes which are exposed to waves and currents and are disposed on unstable ground such as sand. The device for stabilizing the shielding element (14) of the body (15) of a structure (1) with a sloping part comprises a grid (4) for holding the elements secured to the shielding surface (14) by means (5) anchored through the structure (1). Also provided on the ground (12) is a base shoe (2) that accommodates the structure (1) and means for anchoring (7) the shoe (2) in relation to the ground (12), the grid (4) being mounted on the shoe (2). The shoe anchoring means (5) consist of crossties lying across the shield (14) of the structure (1) and are secured opposite the body of said structure (1).

    Abstract translation: 本发明的技术领域是公共工程。 本发明的主要应用之一是海洋和河流结构,例如暴露于波浪和电流的堤坝,并且设置在不稳定的地面如沙子上。 用于使具有倾斜部分的结构(1)的主体(15)的屏蔽元件(14)稳定的装置包括栅格(4),用于通过锚定装置(5)保持固定到屏蔽表面(14)的元件 通过结构(1)。 还设置在地面(12)上的是底座(2),其承载结构(1)和用于相对于地面(12)锚固(7)鞋(2)的装置,所述格栅(4)被安装 在鞋(2)上。 鞋子锚定装置(5)由跨越结构(1)的护罩(14)的十字架组成,并且与所述结构(1)的主体相对固定。

    SWELL PROTECTION BARRIER
    5.
    发明申请
    SWELL PROTECTION BARRIER 审中-公开
    SWELL保护障碍

    公开(公告)号:WO1991019859A1

    公开(公告)日:1991-12-26

    申请号:PCT/FR1991000492

    申请日:1991-06-20

    Inventor: ACRI S.A.

    CPC classification number: B63B22/18 E02B3/062

    Abstract: The barrier consists of a plurality of separate floats (11) arranged in one or two rows in a direction that is substantially perpendicular to the direction in which the principal swells propagate. The floats are designed to reflect one part of an incident swell and dissipate another part through internal damping. The barrier can be used for the protection of coastlines, coastal and harbour facilities for tourists, sports or recreational use, and off-shore installations.

    WAVE ABATEMENT DEVICE
    6.
    发明申请
    WAVE ABATEMENT DEVICE 审中-公开
    波浪消除装置

    公开(公告)号:WO1989011565A1

    公开(公告)日:1989-11-30

    申请号:PCT/US1989002294

    申请日:1989-05-25

    CPC classification number: E02B3/06 Y02A10/15

    Abstract: There is provided a wave attenuation device for abating waves and therefore erosion of a shorefront or marina of a body of water. The device includes a plurality of spaced apart, elongated plates for receiving waves therethrough. The plates are retained together by a plurality of vertical supports. The device may include a structure to anchor the device in place in a body of water.

    FLOATING BRIDGE
    7.
    发明申请
    FLOATING BRIDGE 审中-公开
    浮桥

    公开(公告)号:WO1985003538A1

    公开(公告)日:1985-08-15

    申请号:PCT/EP1985000046

    申请日:1985-02-08

    CPC classification number: E02B3/064

    Abstract: Floating body which may be used as floating bridge, diving pontoon, mooring bridge or the like. In order to obtain a rot-resistant floating body, an internal floating body (12) of rigid foam or the like is arranged in a synthetic sheet (13) and is wrapped with a light concrete envelope (14). The floating body may be used as an individual floating body, for example a diving pontoon, as well as in combination to form a mooring bridge or the like.

    IMPROVEMENTS TO FIXED PARTIALLY IMMERSED CAISSON DIKES
    8.
    发明申请
    IMPROVEMENTS TO FIXED PARTIALLY IMMERSED CAISSON DIKES 审中-公开
    修改部分固定的CAISSON DIKES的改进

    公开(公告)号:WO1998029610A1

    公开(公告)日:1998-07-09

    申请号:PCT/FR1997002471

    申请日:1997-12-31

    CPC classification number: E02B3/06

    Abstract: The invention concerns a fixed caisson type dike (1) partially immersed between an upstream sheet of water (3) and a downstream sheet of water (4) such that water flows beneath the dike. The downstream front part (AB) of the dike which is likely to be affected by the movement of water under the effect of the surge, essentially slopes downstream at an angle ( alpha ) at most equal to 60 DEG and at least equal to 25 DEG with respect to the horizontal line. Said dike is further improved by an upstream front profile (10) specially designed for increasing the effect produced by the downstream front profile and by the addition of a central chamber (11) greatly decreasing the vertical stresses. Said dike amplifies the phenomenon of damping during periods of high surge (T > 8 seconds) and limits the risks of resonance downstream generated by the interaction of the construction with the site to be protected.

    Abstract translation: 本发明涉及部分浸没在上游的水(3)和下游的水(4)之间的固定的沉箱式堤坝(1),使得水在堤坝之下流动。 堤坝的下游前部(AB)可能受到冲击作用下的水的运动的影响,基本上以最大等于60°并且至少等于25°的角度(α)向下游倾斜 相对于水平线。 通过专门设计用于增加由下游前轮廓产生的效果并且通过添加大大减小垂直应力的中心腔(11)的上游前轮廓(10)进一步改善所述堤防。 所述堤坝在高浪涌(T> 8秒)期间放大阻尼现象,并且限制由施工与要保护的地点的相互作用产生的共振下游的风险。

    ARTIFICIAL REEF
    9.
    发明申请
    ARTIFICIAL REEF 审中-公开
    人造基金

    公开(公告)号:WO1993008335A1

    公开(公告)日:1993-04-29

    申请号:PCT/US1991007923

    申请日:1991-10-25

    CPC classification number: E02B3/046 Y02A10/26

    Abstract: An artificial reef is designed for replacing and protecting naturally occurring reef structures. The artificial reef comprises multiple vertically stacked concrete panels (1) separated by spacing blocks (2, 3). The panels and spacing blocks are fixed together by reinforcement rods (7) which are held in place by epoxy grout (14). The concrete panels of the reef have a flat upper surface and an undersurface of a waffled configuration and are stacked in a manner to permit substantially all of the surface area to be exposed to the estuarine environment. The waffled configuration provides a complex shape to the reef and encourages both calm and turbulent water flow within the reef so as to avoid areas of water stagnation. The modular nature of the panels permits wide flexibility in size and shape of the reef. The use of concrete provides an inert, non-corroding composition of the reef and permits on-shore construction of the reef. Lifting rings (4) embedded in the top surface of the artificial reef permit deployment by a crane.

    Abstract translation: 人造礁被设计用于替代和保护天然存在的珊瑚礁结构。 人造礁包括由间隔块(2,3)分开的多个垂直堆叠的混凝土板(1)。 面板和间隔块由加固杆(7)固定在一起,这些加强杆通过环氧树脂灌浆(14)保持在适当的位置。 礁石的混凝土面板具有平坦的上表面和下摆式的楔形构造,并且以允许基本上所有的表面积基本上暴露于河口环境的方式堆叠。 瓦楞配置为礁石提供了一个复杂的形状,并鼓励珊瑚礁内的平静和动荡的水流,以避免水域停滞。 板的模块化性质允许珊瑚礁的尺寸和形状具有宽的灵活性。 使用混凝土提供了一种惰性的非腐蚀性组合物,并允许在岸建造珊瑚礁。 吊装环(4)嵌入在人造珊瑚礁的顶面允许由起重机部署。

    FLOATABLE BREAKWATER
    10.
    发明申请
    FLOATABLE BREAKWATER 审中-公开
    可膨胀破水

    公开(公告)号:WO1990012155A1

    公开(公告)日:1990-10-18

    申请号:PCT/GB1990000548

    申请日:1990-04-10

    Abstract: A floatable breakwater consists of an array of flotation units (11) preferably used tyres (12) with a filling of buoyant material (13) flexibly linked together in two mutually orthogonal directions to form a module (21). Successive modules (21, 23, 24) may be linked together to any desired length or breadth. The flotation units are used to support a molluscs culture rope (16) and a gantry (33) may be positioned across the flotation units to work the culture ropes.

    Abstract translation: 漂浮的防波堤由优选使用的轮胎(12)的浮选单元(11)组成,所述轮胎具有在两个相互正交的方向上柔性地连接在一起的浮力材料(13)的填充物,以形成模块(21)。 连续模块(21,23,24)可以连接到任何所需的长度或宽度。 浮选单元用于支撑软体动物培养绳(16),并且龙门架(33)可以跨越浮选单元定位以对培养绳进行加工。

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