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    DOCK BUILDING APPARATUS AND METHOD OF CONSTRUCTION USING THE SAME
    21.
    发明公开
    DOCK BUILDING APPARATUS AND METHOD OF CONSTRUCTION USING THE SAME 有权
    DOCKBAUVORRICHTUNG UND KONSTRUKTIONSVERFAHREN DAMIT

    公开(公告)号：EP2897890A1

    公开(公告)日：2015-07-29

    申请号：EP12809324.2

    申请日：2012-09-21

    申请人： SOLETANCHE FREYSSINET

    发明人： BERMINGHAM, Patrick ,  MELLIER, Eric ,  GABALDO, Stefano ,  LE TREUT, Brice

    IPC分类号： B66C17/06 ,  B66C19/00 ,  E02D7/16 ,  E02D11/00

    CPC分类号： E02B3/068 ,  B66C17/06 ,  B66C19/00 ,  E02B3/20 ,  E02D7/06 ,  E02D11/00 ,  E02D27/12 ,  E02D27/16 ,  E02D27/32 ,  E02D27/52 ,  E02D29/10 ,  E02D35/005

    摘要： A dock building apparatus comprises a cantilever arm (11) having a first portion configured to be supported on a ground area and a second portion for overhanging a construction area. The cantilever arm (11) is displaceable perpendicularly to the length of the cantilever arm. The apparatus further includes a lifting device (19) movable along the cantilever arm for bringing construction materials including foundation members from the ground area to the second portion of the cantilever arm, and a foundation building tool (15) movable along the cantilever arm for installing the foundation members in the construction area.

    摘要翻译： 码头建造装置包括悬臂（11），其具有构造成支撑在地面区域上的第一部分和用于悬挂建筑区域的第二部分。 悬臂（11）可垂直于悬臂的长度移动。 该装置还包括可沿悬臂移动的提升装置（19），用于将包括基础构件的建筑材料从地面区域引导到悬臂的第二部分，以及可沿悬臂臂移动的基础建筑工具（15），用于安装 建筑领域的基础会员。

    Assembly for forming an elongated construction element under ground, and a displacement element for use therein
    24.
    发明公开
    Assembly for forming an elongated construction element under ground, and a displacement element for use therein 有权
    Anordnung um einlänglichesunterirdisches Bauelement zu schaffen。

    公开(公告)号：EP1878832A2

    公开(公告)日：2008-01-16

    申请号：EP07112443.2

    申请日：2007-07-13

    申请人： Decombi B.V.

    发明人： Bouten, Jacques Anthonius Maria

    IPC分类号： E02D5/36 ,  E02D5/44 ,  E02D5/72

    CPC分类号： E02D5/72 ,  E02D5/285 ,  E02D27/16

    摘要： An assembly for forming an elongate construction element underground, in particular a foundation pile, comprises an elongate displacement body (10) and a device for driving the displacement body into the ground in an axial direction. The displacement body is provided at an outer end (13) with at least one displacing member (14) and with an outflow opening (12) for a curing construction liquid. The at least one displacing member herein comprises at least one substantially flat blade which extends in axial direction from the outer end of the displacement body. The blade (14) is provided with at least one recess (21..24) within a periphery (15) which may or may not be imaginary.

    摘要翻译： 用于在地下，特别是地基桩形成细长构造元件的组件包括细长位移体（10）和用于沿轴向驱动位移体进入地面的装置。 位移体在具有至少一个移位构件（14）的外端（13）处设置有用于固化构造液体的流出开口（12）。 本文中的至少一个移位构件包括至少一个基本上平坦的叶片，其从位移体的外端在轴向方向上延伸。 叶片（14）在周边（15）内设置有至少一个凹部（21..24），其可以是或不是假想的。

    A PIER
    25.
    发明公开
    A PIER 审中-公开
    支柱

    公开(公告)号：EP1534897A1

    公开(公告)日：2005-06-01

    申请号：EP03790566.8

    申请日：2003-09-02

    申请人： Francis, Colin William

    发明人： Francis, Colin William

    IPC分类号： E02D5/56 ,  E02D5/80

    CPC分类号： E02D27/16 ,  E02D5/56 ,  E02D5/801 ,  E02D7/22 ,  E02D2220/00

    摘要： A pier (10) to be driven into a ground surface includes an auger member (11) having a shaft (12) that is rotated in a first direction to drive the auger member into the ground surface, and a compaction member (16) having a sleeve (17) surrounding a portion of the shaft. The compaction member (16) includes a compaction part (18) attached to and extending laterally outwardly of the sleeve (17). A threaded rod (23) engages the shaft (12) and is rotated to cause the compaction member (16) to move down the shaft (12) and compact the soil around the shaft.

    HYBRID FOUNDATION STRUCTURE, AND METHOD FOR BUILDING SAME
    26.
    发明公开
    HYBRID FOUNDATION STRUCTURE, AND METHOD FOR BUILDING SAME 有权
    VERFAHREN ZU IHRER KONSTRUKTION混合基因研究

    公开(公告)号：EP2868807A4

    公开(公告)日：2016-04-20

    申请号：EP13794147

    申请日：2013-05-21

    申请人： SKINEARTH CO LTD

    发明人： SONG KI YONG

    IPC分类号： E02D3/08 ,  E02D5/48

    CPC分类号： E02D5/36 ,  E02D3/08 ,  E02D3/12 ,  E02D5/28 ,  E02D5/30 ,  E02D5/48 ,  E02D17/02 ,  E02D27/16 ,  E02D27/32 ,  E02D2250/0023 ,  E02D2250/003 ,  E02D2300/002 ,  E02D2300/0029

    摘要： The present invention relates to a foundation structure vertically installed on the ground, and comprising: an upper support layer 10 formed on the ground in the vertical direction; and a lower support layer 20 formed so as to extend downward from the upper support layer 10 and such that the width thereof is less than that of the upper support layer 10. The disclosed upper support layer 10 and the lower support layer 20 are structures formed from soil solidified by means of feeding and mixing an earth and soil-solidifying agent therein, and therefore are efficient and prevent overload due to boring equipment.

    摘要翻译： 本发明涉及一种垂直安装在地面上的基础结构，包括：在垂直方向上形成在地面上的上支撑层10; 以及下支撑层20，其形成为从上支撑层10向下延伸并且使得其宽度小于上支撑层10的宽度。所公开的上支撑层10和下支撑层20是形成的结构 来自通过在其中进料和混合土壤和土壤固化剂而固化的土壤，因此是有效的并且防止由于镗孔设备而导致的过载。

    METHOD OF INSTALLATION OF AN OFFSHORE WIND TURBINE TOWER, WITH CEMENT BASED ON PILES, AND EQUIPMENT FOR IMPLEMENTING SAID METHOD
    27.
    发明公开
    METHOD OF INSTALLATION OF AN OFFSHORE WIND TURBINE TOWER, WITH CEMENT BASED ON PILES, AND EQUIPMENT FOR IMPLEMENTING SAID METHOD 无效
    方法安装基于桩及其装置水泥制成的海上风力发电机塔实施该方法的

    公开(公告)号：EP2952633A1

    公开(公告)日：2015-12-09

    申请号：EP14746718.7

    申请日：2014-01-24

    申请人： Jimeno Chueca, José Emilio ,  Lleyda Dionis, José Luís

    发明人： FERNÁNDEZ GÓMEZ, Miguel Ángel

    IPC分类号： E02D27/42 ,  F03D11/04

    CPC分类号： E02D27/16 ,  E02D27/425 ,  E02D27/50 ,  E02D27/525 ,  F03D13/10 ,  F03D13/22 ,  F03D13/25 ,  F03D13/40 ,  F05B2230/60 ,  F05B2230/61 ,  F05B2240/95 ,  Y02E10/727 ,  Y02P70/523

    摘要： Method for installation of an offshore tower, which comprises: providing a tower mast, piles, anchoring means, a platform with securing means, and buoyancy means with securing means; fastening piles to platform; fastening mast to platform in the use position; providing actuation and/or braking means between piles and platform; providing a platform between lower zone and upper zone; anchoring means to piles and to platform; launching buoyancy means; launching base assembly (platform, mast, piles, anchoring means); securing base assembly to buoyancy means using securing means; transferring transport assembly to tower location; actuating actuation and/or braking means until piles are fixed in the seabed; fastening piles to seabed; actuating actuation and/or braking means until platform is on a level with pile upper zone; mounting wind turbine on mast; removing securing means and withdrawing buoyancy means from platform; and tensioning anchoring means.

    摘要翻译： 安装离岸塔，它包括的方法：提供塔柱，桩，锚定装置，具有固定装置的平台，并且与浮力固定装置的装置; 固定桩平台; 紧固到桅杆在使用位置平台; 提供致动和/或桩和平台之间制动装置; 提供下部区域和上部区域之间的平台; 指锚桩和平台; 指推出浮力; 发射底座组件（平台，桅杆，桩，锚定装置）; 固定基座组件到浮力装置使用固定装置; 传递环传送组件到塔位置; 致动致动和/或制动装置直到桩被固定在海底; 紧固桩海底; 致动致动和/或制动装置直到平台是与桩上部区域的水平; 安装在桅杆的风力涡轮机; 除去固定装置，以及从平台回抽浮力; 和张紧锚定装置。

    UNTERBAU FÜR BAUWERKE
    30.
    发明公开
    UNTERBAU FÜR BAUWERKE 有权
    UNTERBAUFÜRBAUWERKE

    公开(公告)号：EP2393993A1

    公开(公告)日：2011-12-14

    申请号：EP09776807.1

    申请日：2009-06-23

    申请人： Soiltec GmbH

    发明人： TIETJEN, Kai

    IPC分类号： E02D27/14 ,  E02D17/20 ,  E02D27/16

    CPC分类号： E02D27/14 ,  E02D17/207 ,  E02D27/16

    摘要： The invention relates to a foundation for buildings having a combination of pole-like support elements (11) and a load distribution layer (12) disposed above said elements and having an integrated three-dimensional honeycomb structure.

    摘要翻译： 结构的基础，结合了桩状支撑元件（11）和布置在支撑元件上方并具有结合的三维蜂窝结构的负载分布层（12）。