Berm Or Levee Expansion System and Method
    5.
    发明申请

    公开(公告)号:US20170254037A1

    公开(公告)日:2017-09-07

    申请号:US15603834

    申请日:2017-05-24

    IPC分类号: E02B3/10

    摘要: A system and method to create or elevate a berm of a liquid retention facility by placement of lightweight liquid impervious. The system and method can also be used to elevate the liquid retention height of the berm in combination with impervious liner retention material. By constructing the berm system on an existing levee, the effective height of the levee can be increased. The lightweight fill material provides the shape of the berm or levee extension. The liquid impervious liner material provides a watertight surface, the media for joining of the lightweight fill material, and the anchoring of the lightweight fill material to the existing berm or levee structure. The system may use solid wall hollow body structures to elevate the berm. The system may also use lightweight frames to support the vertical elevation of a liner above the berm.

    Retaining wall systems and methods of constructing same
    8.
    发明授权
    Retaining wall systems and methods of constructing same 有权
    挡土墙系统及其构造方法

    公开(公告)号:US09175453B2

    公开(公告)日:2015-11-03

    申请号:US13195807

    申请日:2011-08-01

    申请人: Kim L. Alfreds

    发明人: Kim L. Alfreds

    IPC分类号: E02D17/20 E02D29/02

    摘要: Retaining wall systems and methods of making retaining wall systems are disclosed. In one embodiment, the retaining wall system includes a first horizontally-extending course of sand/soil bags and a second horizontally-extending course of sand/soil bags positioned vertically adjacent to the first course of sand/soil bags, with an interconnecting member that attaches the first course of sand/soil bags to the second course of sand/soil bags. The interconnecting member has an upper side and a lower side, wherein at least one of the upper side and the lower side has a first projection that includes a notch therein to engage geogrid.

    摘要翻译: 公开了挡土墙系统和制作挡土墙系统的方法。 在一个实施例中,挡土墙系统包括第一横向延伸的砂土/土壤袋的过程以及与第一道次的沙/土袋垂直相邻的第二水平延伸的沙/土袋的过程,其中互连构件 将第一道沙/土袋装入第二道沙土袋。 互连构件具有上侧和下侧,其中上侧和下侧中的至少一个具有包括其中的凹口以接合土工格栅的第一突起。

    Erosion control system
    9.
    发明授权
    Erosion control system 有权
    侵蚀控制系统

    公开(公告)号:US08052348B2

    公开(公告)日:2011-11-08

    申请号:US12339655

    申请日:2008-12-19

    申请人: Wesley A. Mahan

    发明人: Wesley A. Mahan

    IPC分类号: E02B3/06

    摘要: An erosion control wall system is provided and methods of making it that protect a bank, beach or bluff from soil/sand erosion. The erosion control system includes a plurality of wall members, each formed to have a front face that dissipates and deflects the energy from oncoming waves and a rear face with a stabilizing member extending therefrom for securing the wall member in position along a bank or bluff, or in the water adjacent to a bank, bluff or beach for example. The wall sections are self-stabilizing by action of sand, gravel and/or stone flowing over the wall section and anchoring the stabilizing member. The erosion control wall sections may be constructed on-site using slip form construction methods.

    摘要翻译: 提供了一种侵蚀控制墙系统,并提供了保护银行,海滩或虚张声势的土壤/沙土侵蚀的方法。 侵蚀控制系统包括多个壁构件,每个壁构件形成为具有使来自迎面波的能量消散和偏转的前表面,以及具有从其延伸的稳定构件的后表面,用于将壁构件沿着堤坝或虚张腿固定就位, 或在与银行,虚张声势或海滩相邻的水域中。 墙壁部分通过在壁部分上流动的沙子,砾石和/或石块的作用自动稳定,并锚定稳定构件。 侵蚀控制墙段可采用滑模施工方式现场施工。

    Method and assembly for maintaining structural stability and configuration of golf course sand bunker borders
    10.
    发明授权
    Method and assembly for maintaining structural stability and configuration of golf course sand bunker borders 有权
    保持高尔夫球场沙坑边界结构稳定性和结构的方法和装配

    公开(公告)号:US07972079B2

    公开(公告)日:2011-07-05

    申请号:US12016185

    申请日:2008-01-17

    IPC分类号: E02D17/20

    CPC分类号: E02D17/205

    摘要: A method is provided for maintaining the structured stability and configuration of golf course sand bunker borders which method comprises excavating the soil area adjacent the bunker edge, rigidly positioning adjacent open-top, uniquely designed compartments in the excavated area along the edge of the bunker, filling the compartment with soil to the top of each compartment and leveling the soil on top of the compartments. Each compartment comprises side panels, front and back panels and a bottom closure panel. The compartment is rigidly positioned by means of spikes driven through the back and front panel into the soil at the edge of the bunker and a spike through the bottom closure into the soil beneath the sand in the bunker.

    摘要翻译: 提供了一种用于保持高尔夫球场沙坑边界的结构稳定性和结构的方法,该方法包括挖掘靠近掩体边缘的土壤区域,沿着掩体边缘刚性地定位相邻开顶,独特设计的挖掘区域中的隔间, 将隔间用土壤填充到每个隔间的顶部,并调整隔室顶部的土壤。 每个隔间包括侧板,前面板和后面板以及底部封闭面板。 隔间通过从后面板和前面板驱动的钉子固定在沙坑边缘的土壤中,并通过底部盖子将其钉入沙坑中沙子下方的土壤中。