会员体验
专利管家(专利管理)
工作空间(专利管理)
风险监控(情报监控)
数据分析(专利分析)
侵权分析(诉讼无效)
联系我们
交流群
官方交流:
QQ群: 891211   
微信请扫码    >>>
现在联系顾问~
热词
    • 2. 发明申请
    • DEVICE FOR LESSENING WAVE SWELL
    • 用于感应波纹的装置
    • WO1994012734A1
    • 1994-06-09
    • PCT/FR1992001111
    • 1992-11-30
    • ARION, HenriISSALENE, Robert
    • E02B03/06
    • E02B3/062Y02A10/15
    • 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.
    • 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。
    • 4. 发明申请
    • DEVICE FOR THE STABILIZATION OF THE SHIELDING ELEMENTS OF A STRUCTURE'S BODY
    • 用于稳定结构体的屏蔽元件的装置
    • WO1994023133A1
    • 1994-10-13
    • PCT/FR1994000347
    • 1994-03-29
    • GIEULLES, Denis
    • E02B03/06
    • E02D17/20E02B3/06E02B3/124Y02A10/15
    • 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).
    • 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。
    • 8. 发明申请
    • IMPROVEMENTS TO FIXED PARTIALLY IMMERSED CAISSON DIKES
    • 修改部分固定的CAISSON DIKES的改进
    • WO1998029610A1
    • 1998-07-09
    • PCT/FR1997002471
    • 1997-12-31
    • BOUYGUES OFFSHOREROGER, PierreCOLMARD, Christophe
    • BOUYGUES OFFSHORE
    • E02B03/06
    • E02B3/06
    • 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.
    • 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。
    • 9. 发明申请
    • ARTIFICIAL REEF
    • 人造基金
    • WO1993008335A1
    • 1993-04-29
    • PCT/US1991007923
    • 1991-10-25
    • VAN DOREN, David, A.
    • E02B03/06
    • E02B3/046Y02A10/26
    • 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.
    • 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。