利索-全球专利检索

  1. 登录
  2. 注册

搜索结果

22 条记录 (耗时 0.008 秒)

    METHOD OF BUILDING A FOUNDATION COMPRISING A STEEL MONOPILE AND A CONCRETE PART AND ASSOCIATED FOUNDATION FOR CONSTRUCTION WORK
    3.
    发明公开
    METHOD OF BUILDING A FOUNDATION COMPRISING A STEEL MONOPILE AND A CONCRETE PART AND ASSOCIATED FOUNDATION FOR CONSTRUCTION WORK 审中-公开
    建筑基础的方法，包括钢结构单元和混凝土构件以及建筑工程的相关基础

    公开(公告)号：EP3259405A1

    公开(公告)日：2017-12-27

    申请号：EP15730239.9

    申请日：2015-02-20

    申请人： Soletanche Freyssinet

    发明人： SEVOZ, Guy ,  COMBESCURE, Etienne

    IPC分类号： E02D27/42

    CPC分类号： E02D27/42 ,  E02D5/30 ,  E02D5/50 ,  E02D7/00 ,  E02D7/02 ,  E02D2250/0023 ,  E02D2300/002 ,  E02D2300/0029

    摘要： The invention relates to a method of building a foundation (1) comprising a steel monopile (2) and a precast concrete part (3) on top of the monopile (2), comprising:—arranging a support structure (12) inside the monopile (2), the support structure (12) having a plurality of rods (16) extending radially with respect to a longitudinal axis of the monopile;—bringing the concrete part (3) above the monopile (2), with supporting columns (13) interposed between the support structure (12) and the concrete part (3), wherein reinforcement bars (14) protruding from a bottom surface (9) of the precast concrete part (3) extend downwardly beyond the support structure (12) by passing between the rods (16) of the support structure (12);—arranging tendons (15) between the support structure (12) and the concrete part (3) and tensioning the tendons (15); and—pouring concrete into an upper part of the monopile (2).

    ROTATION BURIED PILE AND EXECUTION MANAGEMENT METHOD THEREFOR
    4.
    发明公开
    ROTATION BURIED PILE AND EXECUTION MANAGEMENT METHOD THEREFOR 审中-公开
    DURCH ROTATION EINGEGRABENER PFAHL UND EINGRABVERFAHRENHIERFÜR

    公开(公告)号：EP1002902A1

    公开(公告)日：2000-05-24

    申请号：EP99939208.7

    申请日：1999-03-10

    申请人： Nippon Steel Corporation

    发明人： SAEKI, Eiichiro, Nippon Steel Corp. ,  OOKI, Hitoshi, Nippon Steel Corp. ,  TAKEDA, Tomoki, Nippon Steel Corporation

    IPC分类号： E02D5/56 ,  E02D7/00 ,  E02D7/22

    CPC分类号： E02D7/22 ,  E02D5/56 ,  E02D2200/143 ,  E02D2200/1607 ,  E02D2300/00 ,  E02D2300/0029

    摘要： There is provided a screwed steel pile, the end portion of which is open, characterized in that: an apparent resistance at the pile end portion of the pile is reduced when the ground strength is suddenly increased, so that the pile can be easily penetrated into the ground and an intensity of the finally obtained bearing capacity of the pile is high.
    The specific means is that a pile end portion of the pile body composed of a steel pipe or a hollow pipe made of another material is made open, and one or a plurality of wings are provided on the outside of the pile end portion of the pile body. The pile end portion of the wing may be protruded downward from a pile end face of the pile body.
    There is provided a method of construction management for managing the construction of a screwed steel pile having one or a plurality of wings on the outside face of the lower end portion of the pile, comprising the steps of: finding penetrative resistance Rp of a bottom plate portion in the process of construction from the balance between inputted energy, which has been inputted to the pile top portion, and consumed energy which has been released from the bottom plate portion; and controlling to continue and/or complete penetration of the screwed steel according to an intensity of penetrative resistance while the penetrative resistance Rp is being found.

    摘要翻译： 提供了一种螺纹钢桩，其端部是敞开的，其特征在于：当地面强度突然增加时，桩的绒头端部的表观阻力减小，使得桩可以容易地穿透 地面和桩的最终获得的承载力的强度高。 具体的方法是将由钢管或由其他材料制成的中空管构成的桩体的绒头端部打开，并且在桩的绒头端部的外侧设置一个或多个翼 身体。 翼的绒头端部可以从桩体的绒头端面向下突出。 提供了一种施工管理方法，用于管理在桩的下端部的外表面上具有一个或多个翼的螺纹钢桩的结构，包括以下步骤：找到底板的穿透电阻Rp 从输入到桩顶部的输入能量与从底板部分释放的消耗能量之间的平衡，施工过程中的部分; 并且根据穿透阻力的强度继续和/或完成螺纹钢的穿透，同时发现穿透电阻Rp。

    PILE HEAD TREATING TOOL FOR CAST-IN-PLACE PILE, PILE HEAD TREATING METHOD, AND CAST-IN-PLACE PILING METHOD
    5.
    发明公开
    PILE HEAD TREATING TOOL FOR CAST-IN-PLACE PILE, PILE HEAD TREATING METHOD, AND CAST-IN-PLACE PILING METHOD 失效
    双刀头处理器具的局部形竿头处理工艺，及其制造方法桩现浇混凝土

    公开(公告)号：EP0796948A4

    公开(公告)日：1999-05-06

    申请号：EP95938611

    申请日：1995-11-27

    申请人： OKAWA SHOGEN

    发明人： OKAWA SHOGEN

    IPC分类号： E02D5/34 ,  E02D5/66

    CPC分类号： E02D5/34 ,  E02D5/66 ,  E02D2250/0023 ,  E02D2300/002 ,  E02D2300/0029

    摘要： An inner cylinder (2), through which a tremie pipe (16) for concrete pouring can be inserted freely, is surrounded by an outer cylinder (3) with a predetermined space therebetween, and a cap body (A) in the form of a dual cylinder is formed by attaching an annular roof plate (1) to the upper ends of both cylinders (2, 3) and an annular bottom plate (6) to the lower ends of both cylinders. Further, a plurality of holes (8) for main pile reinforcements are formed in the bottom plate (6) of the cap body (A) at preset intervals, and holes (5, 9) for discharge of liquid and gas are formed in the roof plate (1) and the bottom plate (6).

    HYBRID FOUNDATION STRUCTURE, AND METHOD FOR BUILDING SAME
    6.
    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。

    FOUNDATION IN WATER
    8.
    发明公开
    FOUNDATION IN WATER 有权
    地基的水

    公开(公告)号：EP1402119A1

    公开(公告)日：2004-03-31

    申请号：EP02724355.9

    申请日：2002-05-22

    申请人： Eranti, Esa

    发明人： Eranti, Esa

    IPC分类号： E02D27/52 ,  E02D29/09 ,  E02B17/00 ,  E02D23/00

    CPC分类号： E02B17/025 ,  E02B2017/0065 ,  E02B2017/0086 ,  E02D27/52 ,  E02D2200/1692 ,  E02D2300/0029

    摘要： The object of the invention is an offshore foundation structure, the shell structure (1) of which is thin in relation to the diameter of the structure, and the shell structure (1) is filled with soil (7), and that the braced ring footing (2) is the plane of the bottom of the foundation structure, the braced connection plate (6) for the structures above the water surface (4), and longitudinal and/or transverse bracings (5) for the shell structure (1) are connected to the shell stucture (1).

    A METHOD AND AN ASSEMBLY FOR CASTING A TOWER FOUNDATION
    9.
    发明公开
    A METHOD AND AN ASSEMBLY FOR CASTING A TOWER FOUNDATION 审中-公开
    VERFAHREN UND ANORDNUNGFÜRDAS GIESSEN EINES FUNDAMENTES EINES TURMES

    公开(公告)号：EP1153172A1

    公开(公告)日：2001-11-14

    申请号：EP00901053.9

    申请日：2000-01-24

    申请人： NEG Micon A/S

    发明人： NORRE, Teddy

    IPC分类号： E02D27/42

    CPC分类号： E04H12/085 ,  E02D27/42 ,  E02D27/425 ,  E02D2220/00 ,  E02D2250/0007 ,  E02D2300/002 ,  E02D2300/0029 ,  F03D13/22 ,  Y02E10/728

    摘要： A method and a fixture assembly for casting a foundation for a tower (16), in particular for a wind turbine, providing a high quality contact surface for the bottom flange (15) of the tower (16) is disclosed. The method comprises the positioning a plurality of anchoring rods (2) in a ground excavation and of a fixture assembly at an upper end of the excavation so that the anchoring rods (2) extend through openings in a fixture plate (1), which is fully supported by at least three pull-off means (4) above the fixture plate (1) and each engaging with the upper end of four anchoring rods (2). Liquid concrete (17) is poured into the excavation to a horizontal level so that the fixture plate (1) is partly submerged in the concrete (17), and after hardening, the fixture plate (1) is pulled off from the concrete (17) by means of the pull-off means (4), leaving a recess formed in the concrete (17) being suitable for receiving a bottom flange (15) of the tower (16).

    摘要翻译： 公开了一种用于铸造用于塔架（16）的基座的方法和固定装置，特别是用于风力涡轮机，为塔架（16）的底部凸缘（15）提供高质量的接触表面。 该方法包括将多个锚定杆（2）定位在挖掘中的多个锚定杆（2）和在挖掘的上端处的固定组件，使得锚定杆（2）延伸穿过固定板（1）中的开口 由固定板（1）上方的至少三个牵引装置（4）完全支撑，并且每个与四个锚定杆（2）的上端接合。 将液体混凝土（17）倾倒到水平面上，使固定板（1）部分浸没在混凝土（17）中，硬化后将固定板（1）从混凝土（17） ），留下形成在混凝土（17）中的适于接收塔架（16）的底部凸缘（15）的凹部。