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    Floating terminal for loading/unloading ship such as methane tanker
    2.
    发明专利
    Floating terminal for loading/unloading ship such as methane tanker 审中-公开
    用于装载/卸载船舶的浮动端子如甲烷罐

    公开(公告)号：JP2005030203A

    公开(公告)日：2005-02-03

    申请号：JP2004201729

    申请日：2004-07-08

    Applicant: Doris Engineering ,  ドリス・エンジニアリングDoris Engineering

    Inventor： DENJEAN NATHALIE ,  SAUVAGE PIERRICK IVAN LEON MAR ,  PEPIN-LEHALLEUR JEAN FRANCOIS

    IPC: E01D15/14 ,  B63B27/24 ,  B63B35/44 ,  B63B39/06 ,  B65G63/00 ,  B65G67/60 ,  E01D1/00

    CPC classification number: B63B35/44 ,  B63B27/24 ,  B63B39/06

    Abstract: PROBLEM TO BE SOLVED: To provide a floating terminal usable even when the state of a sea is worse.
    SOLUTION: This floating terminal 1 for loading/unloading a ship 9 such as a methane tanker is substantially formed of a floating caisson 3, and comprises a ship mooring means such as hawsers 11a to 11c and underwater skirts such as underwater horizontal skirts 15a and 15b. These underwater skirts damp the vibration of the terminal to reduce a relative movement between the terminal and the ship. The underwater skirts can be formed vertically or diagonally. In addition, a swell damping chamber can also be formed in the terminal.
    COPYRIGHT: (C)2005,JPO&NCIPI

    Abstract translation: 要解决的问题：即使在海况较差的情况下也能够使用浮动终端。 解决方案：用于装载/卸载诸如甲烷罐车的船9的浮动终端1基本上由浮动沉箱3形成，并且包括诸如颚板11a至11c的船舶系泊装置和诸如水下水平裙的水下裙子 15a和15b。 这些水下裙子减轻了终端的振动，以减少终端和船舶之间的相对运动。 水下裙子可以垂直或对角地形成。 此外，也可以在端子中形成膨胀阻尼室。 版权所有（C）2005，JPO＆NCIPI

    BARRIER FOR PROTECTION AGAINST BIG WAVE
    3.
    发明专利
    BARRIER FOR PROTECTION AGAINST BIG WAVE 失效

    公开(公告)号：JPH0641930A

    公开(公告)日：1994-02-15

    申请号：JP18349493

    申请日：1993-06-30

    Applicant: DORIS ENGINEERING

    Inventor： MICHEL DOMINIQUE ,  SAUVAGE PIERRICK IVAN L M

    IPC: E02B3/06

    Abstract: PURPOSE: To protect a port or the like by mounting a caisson provided with an opening passing a swell, a pool part absorbing the swell and a plurality of parallel vertical skirt parts damping the swell. CONSTITUTION: When a swell F comes toward the side part 4 of a caisson 12 supported on a lattice metal structural body 22 , water of the swell enters the pool part 3 of a half-immersed state from a plurality of openings 5 provided on the side part 4. The energy of the water of the swell is absorbed in the pool part 3 to be damped, and damped in a partition chamber 9. The swell is damped by vertical skirt parts 11, 12.

    METHOD OF INSTALLING PROTECTIVE DEVICE TO BIG WAVE
    4.
    发明专利
    METHOD OF INSTALLING PROTECTIVE DEVICE TO BIG WAVE 失效

    公开(公告)号：JPH05132913A

    公开(公告)日：1993-05-28

    申请号：JP2332592

    申请日：1992-01-14

    Applicant: DORIS ENGINEERING

    Inventor： ROIKU MEERU JIYATSUKU DANGIYUI ,  DOMINITSUKU MISHIERU

    IPC: E02B3/06 ,  E02D23/00 ,  E02D23/02 ,  E02D23/08 ,  E02D25/00 ,  E02D27/50 ,  E02D27/52

    Abstract: PURPOSE: To make it unnecessary to use a lift device such as crane or the like and make execution safe and easy by reducing the risk of damaging members to be installed by towing a caisson partially submerged under water in a vicinity of the surface of the sea to an installation site and fixing the caisson on a predetermined support fixed on the sea bed. CONSTITUTION: Two sets of vertical partition walls 51 , 52 , 53 and 61 , 62 , 63 directed in orthogonal directions to each other from a slab 4 are provided, and communication between damping chambers 9 is established by providing openings 8 in the partition walls 61 to 64 . A vertical sleeve 7 is provided to constitute a caisson 1 made of steel reinforced concrete. A plurality of the caissons 1 are towed to an installation site in a floating state and installed on a support constituted by piles 2 for foundation driven into the sea bed 3. A protection device against swell is laid by housing ends of the piles 2 in the sleeve 7 and connecting the caissons 1 at end parts thereof. By such a method, installation can be executed easily without using a lift device such as crane or the like.

    PROTECTIVE BARRIER FOR PROTECTING OCEAN STRUCTURE AND ARRANGEMENT THEREOF
    5.
    发明专利
    PROTECTIVE BARRIER FOR PROTECTING OCEAN STRUCTURE AND ARRANGEMENT THEREOF 失效

    公开(公告)号：JPH01318612A

    公开(公告)日：1989-12-25

    申请号：JP11760589

    申请日：1989-05-12

    Applicant: DORIS ENGINEERING

    Inventor： PIITAA BURAFUTON ,  JIYANNKUROODO BERUTAN ,  JIYAN GABURIERU MARII MARUTAN ,  JIERAARU AREKUSHISU ANDORE BAR

    IPC: E02B17/00 ,  E02B17/02

    Abstract: PURPOSE: To perform the modifying work of a protective barrier without stopping the function of a structure body by forming the protective barrier by use of at least two cell-like ballastable floating structures assembled along the vertical side part of the structure. CONSTITUTION: This protective barrier is formed of two semi-cylindrical elements 3, 4. The positioning of the elements 3, 4 is performed by connecting a connecting sleeve 24 supported by the longitudinal ends 26, 26 of the elements 3, 4 to the upper parts of preliminarily driven connecting piles 22, 23. Thereafter, the elements 3, 4 are rotated around the connecting piles 22, 23 and located in a final position, and the elements 3, 4 in the floating state are ballasted and lowered to the sea bottom. The elements 3, 4 are mutually connected in the side parts through a connecting means.

    風力タービンの支持用海上プラットホームおよび付随する海上設備
    6.
    发明专利
    風力タービンの支持用海上プラットホームおよび付随する海上設備 审中-公开

    公开(公告)号：JP2020101182A

    公开(公告)日：2020-07-02

    申请号：JP2019231803

    申请日：2019-12-23

    Applicant: ドリス・エンジニアリング ,  DORIS ENGINEERING

    Inventor： オリビエ ランジェアール

    IPC: E04H12/00 ,  F03D80/00 ,  B63B77/10 ,  F03D13/25

    Abstract: 【課題】「風力タービンの支持用海上プラットホームおよび付随する海上設備」を提供する。 【解決手段】この洋上発電用風力タービン(12)の支持用海上プラットホーム(14)は、風力タービン(12)の支持用主柱材(24)および2つの二次柱材(26)を含み;各柱材は、外部体積を境界画定する外部表面を有する少なくとも1つのシェルを含み;主柱材(24)は2つの二次柱材に連結されている。 主柱材(24)のシェル(28A)によって境界画定される外部体積は、各々の二次柱材(26)のシェル(28B、28C)の外部表面によって境界画定されるそれぞれの外部体積よりも大きい。 【選択図】図1

    BREAKWATER FIXED ON LAND AND INSTALLED IN DEEP SEA
    7.
    发明专利
    BREAKWATER FIXED ON LAND AND INSTALLED IN DEEP SEA 失效

    公开(公告)号：JPH093852A

    公开(公告)日：1997-01-07

    申请号：JP8602796

    申请日：1996-03-15

    Applicant: DORIS ENGINEERING ,  MONAKO KOKOKU

    Inventor： RUNE BUUSHIE ,  DOMINITSUKU MISHIERU ,  JIYORUJIYU DOURUIYU ,  BUANSAN FUOGURIA

    IPC: E02B3/06

    Abstract: PROBLEM TO BE SOLVED: To provide a breakwater which is low in the construction and installation cost. SOLUTION: A breakwater is partly submerged in the sea and constituted of at least one unit of caisson and this caisson contains an absorbing basin 5 having a wall 6 positioned so as to face large waves coming from the direction H of the sea side. Both basin 5 and wall 6 attenuate the energy of large waves and have a plurality or openings 71 , 72 discharging at least a part of water entering into the basin. These breakwaters are installed in respective caissons and provided with one or more enclosed chambers 101 ,-104 , giving a perpetual buoyancy to respective caissons, a mooring device for the sea side end of the breakwater, and a regulating device of the movement of the land side start point (land side end) of the breakwater.

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