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    FIXED TYPE STRUCTURE UNIT FOR RESTORING LOST SAND, STRUCTURE AND RESTORING METHOD
    22.
    发明公开
    FIXED TYPE STRUCTURE UNIT FOR RESTORING LOST SAND, STRUCTURE AND RESTORING METHOD 审中-公开
    固定式结构体用于恢复失砂，结构和恢复方法

    公开(公告)号：EP3000938A1

    公开(公告)日：2016-03-30

    申请号：EP14801075.4

    申请日：2014-05-20

    申请人： U-Li Changwoo Architecture & Engineering Co. Ltd.

    发明人： RU, Jae Won

    IPC分类号： E02B3/04 ,  E02B3/06

    CPC分类号： E02B3/18 ,  E02B3/04 ,  E02B3/062 ,  E02B3/12

    摘要： The present invention relates to a fixed type structure unit for restoring lost sand, a structure and a restoring method. To this end, the present invention is characterized by restoring lost sand using the Venturi effect by providing a fixed type cover structure unit underwater to restore lost sand due to erosion, wherein: both end parts in a length direction are open and are provided with an inlet part and an outlet part respectively; an erosion part is provided to be open in a bottom part; the height of the cross section is arranged to become higher towards the inlet part along the length direction; and a hollow part through which water flows is provided integrally inside the fixed type cover structure unit.

    摘要翻译： 本发明涉及一种恢复丢失沙的固定式结构单元，一种结构和一种修复方法。 为此，本发明的特征在于，通过在水下设置固定式覆盖结构单元以恢复由于腐蚀造成的损失沙，利用文丘里效应来恢复丢失的沙子，其中：长度方向上的两个端部部分是开放的并且设置有 入口部分和出口部分; 一个侵蚀部分设置成在底部开口; 横截面的高度设置为沿着长度方向朝向入口部分变高; 并且在固定式盖结构单元内一体地设置有供水流动的中空部。

    SYSTEM AND METHOD FOR SHORELINE PRESERVATION
    25.
    发明公开
    SYSTEM AND METHOD FOR SHORELINE PRESERVATION 审中-公开
    系统和方法SHORE水土保持

    公开(公告)号：EP2855776A1

    公开(公告)日：2015-04-08

    申请号：EP13800625.9

    申请日：2013-06-05

    申请人： Nettles, Deron

    发明人： Nettles, Deron

    IPC分类号： E02B3/04 ,  E02B3/06 ,  E02D29/02

    CPC分类号： E02B3/06 ,  B29C45/1603 ,  B29C45/1735 ,  E02B3/04 ,  E02B3/102 ,  E02B3/106

    摘要： Disclosed is a removable erosion-control and fencing (“REAF”) system for shoreline preservation along a line defined by a plurality of posts. An exemplary REAF system comprises first and second post clamp pairs mounted to adjacent posts. Each post clamp pair “sandwiches” a post and is fixedly attached to the post by virtue of fasteners that lock one half of the post clamp pair to its other half. In this way, the post clamp pair “hugs” the post and is secured thereon without having to be permanently fixed to the post or damaging the structural rigidity of the post. Each post clamp pair includes a substantially vertical wall slot such that one or more cross-members may be received into the walls slots to form a wall section in a space defined between the adjacent posts.

    STEEL WALL
    26.
    发明公开
    STEEL WALL 审中-公开
    STAHLWAND

    公开(公告)号：EP2848739A1

    公开(公告)日：2015-03-18

    申请号：EP12875924.8

    申请日：2012-05-01

    申请人： Nippon Steel & Sumitomo Metal Corporation

    发明人： NAGAO, Naoya ,  TANAKA, Hiroyuki

    IPC分类号： E02D5/04 ,  E02B3/06

    CPC分类号： E02D5/04 ,  E02B3/066 ,  E02D5/285

    摘要： To provide an easily constructible steel wall having a wall body in which steel sheet piles capable of easily providing a high water stopping performance are coupled, and reinforced by a steel pipe or an H-shaped steel.
    The wall body 4 is provided by coupling the plurality of hat-shaped steel sheet piles 1 by a joint. The steel pipe 2, which reinforces the wall body 4, is provided being arranged along a longitudinal direction of the wall body 4. A space is provided between the wall body 4 and the steel pipe 2. The wall body 4 is formed into a corrugated shape in which a projection and a recess are repeated in a longitudinal direction as a steel sheet pile wall. The steel pipe 2 is disposed such that a part thereof is being entered into a recessed portion of the wall body 4. A head portion of the wall body 4 is coupled to a head portion of the steel pipe 2. The wall body 4 and the steel pipe 2 are coupled by concrete. Load transmission is performed between the wall body 4 and the steel pipe 2. Accordingly, the steel wall 3 may have a structure in which an acting earth pressure and water pressure are received and shared by the wall body 4 and the steel pipe 2.

    摘要翻译： 为了提供一种具有壁体的容易构造的钢壁，其中能够容易地提供高止水性能的​​钢板桩联接在一起，并且由钢管或H形钢增强。 壁体4通过联接多个帽状钢板桩1而设置。 沿壁体4的长度方向设置加强壁体4的钢管2.在壁体4和钢管2之间设置有空间。壁体4形成为波纹状 在纵向上重复突起和凹部的形状作为钢板桩壁。 钢管2配置成使其一部分进入壁体4的凹部。壁体4的头部与钢管2的头部连结。壁体4和 钢管2由混凝土连接。 在壁体4和钢管2之间进行负荷传递。因此，钢壁3可以具有作用土压力和水压被壁体4和钢管2共同承受的结构。

    PLANT FOR STORAGE AND UNLOADING HYDROCARBON AND ALSO A METHOD THEREOF
    28.
    发明公开
    PLANT FOR STORAGE AND UNLOADING HYDROCARBON AND ALSO A METHOD THEREOF 审中-公开
    安装对于贮藏和回收烃和方法THEREOF

    公开(公告)号：EP2726676A1

    公开(公告)日：2014-05-07

    申请号：EP12803799.1

    申请日：2012-06-29

    申请人： Gravi Float AS

    发明人： KJERSEM, Geir Lasse ,  VARTDAL, Harald

    IPC分类号： E02B3/06 ,  B63B22/02 ,  B65D88/78

    CPC分类号： E02B3/068

    摘要： This publication discloses a harbour plant (10) for storage, loading and unloading of hydrocarbon products at sea, comprising a number of units (9) being mutually placed on the seabed so that a harbour plant is formed. The units (9) are placed independently at a given distance apart in sideways direction and having a front surface along which a vessel is intended to be moored, forming passage(s) for parts of the waves, and being configured to dampen a part of the incoming waves while allowing other parts of the waves and current to pass through the harbour plant. The sideways distances between two neighbouring units (9) is governed by the frequency of the waves to be dampened and the frequencies of the waves allowed to pass in between the units (9). The front surface of one of the units (9) is offset with a distance relative to the front surfaces of two neighbouring in a traverse direction away from said incoming waves, and/or that the units are configured in such way that the width of the passage between two neighbouring units increases or decreases in direction of the wave motion.