利索-全球专利检索

  1. 登录
  2. 注册

搜索结果

70 条记录 (耗时 0.018 秒)

    Tower support structure
    3.
    发明授权
    Tower support structure 有权

    公开(公告)号：US10422100B2

    公开(公告)日：2019-09-24

    申请号：US16126041

    申请日：2018-09-10

    申请人： Ambor Structures, Inc.

    发明人： Honglang Shi ,  Xibo Sun ,  Wei Jiang

    IPC分类号： E02D27/42 ,  E04H12/22 ,  E02D27/02 ,  E02D27/08 ,  E02D27/26

    摘要： A foundation for a tower, the foundation including a main pedestal support structured to engage to a base of the tower. A floor structure surrounds and is secured to the main pedestal support. A wall structure surrounds the floor structure proximate a perimeter thereof, secured to the perimeter of the floor structure and extending upwardly from the floor structure. The main pedestal support is located generally centrally in the floor structure.

    MANDREL FOR FORMING AN AGGREGATE PIER, AND AGGREGATE PIER COMPACTING SYSTEM AND METHOD
    6.
    发明申请
    MANDREL FOR FORMING AN AGGREGATE PIER, AND AGGREGATE PIER COMPACTING SYSTEM AND METHOD 审中-公开
    用于形成聚合物絮凝剂的手段和聚合物压实体系和方法

    公开(公告)号：US20170058477A1

    公开(公告)日：2017-03-02

    申请号：US15234835

    申请日：2016-08-11

    申请人： Bahman Niroumand

    发明人： Bahman Niroumand

    IPC分类号： E02D3/08 ,  E02D5/60 ,  E02D27/18 ,  E02D27/26 ,  E02D5/62 ,  E02D27/14

    CPC分类号： E02D3/08 ,  E02D3/02 ,  E02D5/60 ,  E02D5/62 ,  E02D27/14 ,  E02D27/18 ,  E02D27/26

    摘要： An aggregate pier compacting system for forming a compacted aggregate pier (AP) at a target location includes a mandrel, a tamper device, and a finishing tamper device. The mandrel includes a casing for housing a drilling shaft (DS). An external vibratory hammer (EVH) repeatedly impacts a hammer element (HE) extending from the DS. The DS transfers the impact to a bore head to form a cavity at the target location. The DS is removed and the casing is filled with aggregate. The tamper device includes a compacting shaft. The EVH impacts a second HE extending from the compacting shaft and transfers the impact to a compaction head to form the compacted AP. The finishing tamper device includes a shaft. The EVH impacts a third HE extending from the shaft and transfers the impact to a finishing head compacting a top layer of the AP to form a finished AP.

    摘要翻译： 用于在目标位置形成压实骨料墩（AP）的集料墩压实系统包括心轴，捣固装置和精加工捣固装置。 心轴包括用于容纳钻井轴（DS）的壳体。 外部振动锤（EVH）重复地撞击从DS延伸的锤元件（HE）。 DS将冲击传递到孔头以在目标位置形成空腔。 将DS取出，并且套管填充聚集体。 捣固装置包括压实轴。 EVH冲击从压实轴延伸的第二个HE，并将冲击传递到压实头以形成压实的AP。 精加工篡改装置包括轴。 EVH冲击从轴延伸的第三个HE，并将冲击传递到精加工头部，压实AP的顶层以形成成品AP。

    Method for mounting a solar panel support structure by embedding its legs
    7.
    发明授权
    Method for mounting a solar panel support structure by embedding its legs 有权
    通过嵌入其腿来安装太阳能电池板支撑结构的方法

    公开(公告)号：US08904734B2

    公开(公告)日：2014-12-09

    申请号：US13500417

    申请日：2010-10-07

    申请人： Adrien Lucas ,  Frédéric Morane

    发明人： Adrien Lucas ,  Frédéric Morane

    IPC分类号： E02D27/26 ,  H01L31/042 ,  F24J2/54 ,  F24J2/52

    CPC分类号： H01L31/04 ,  F24S25/13 ,  F24S30/428 ,  F24S2025/014 ,  H02S20/10 ,  Y02E10/47 ,  Y02E10/50 ,  Y10T29/49355 ,  Y10T29/49625

    摘要： A method for embedding at least one solar structure, including one or more anchoring legs, includes making one or more holes in which the at least one solar structure is to be installed; forming one or more concrete slabs in the hole(s) at one installation rib; after setting of the concrete slab(s), locating the position(s) of the anchoring leg(s) of the at least one solar structure on the concrete slab(s); installing the at least one solar structure in the hole(s), with the anchoring leg(s) bearing on the concrete slab(s) at the position(s) of the anchoring leg(s) that were located beforehand; and embedding the at least one solar structure.

    摘要翻译： 包括一个或多个锚定腿的至少一个太阳能结构的嵌入方法包括制造一个或多个要安装至少一个太阳能结构的孔; 在一个安装肋处的孔中形成一个或多个混凝土板; 在设置混凝土板之后，将至少一个太阳能结构的锚定腿的位置定位在混凝土板上; 将所述至少一个太阳能结构安装在所述孔中，其中所述锚固腿支撑在预先位于所述锚固腿的位置处的所述混凝土板上; 以及嵌入所述至少一个太阳能结构。

    METHOD FOR FORMING A RETAINING WALL, AND CORRESPONDING RETAINING WALL
    8.
    发明申请
    METHOD FOR FORMING A RETAINING WALL, AND CORRESPONDING RETAINING WALL 有权
    形成保持墙的方法和相应的保持墙

    公开(公告)号：US20140215959A1

    公开(公告)日：2014-08-07

    申请号：US13821153

    申请日：2012-09-27

    申请人： Maurice Garzon ,  Lavih Garzon

    发明人： Maurice Garzon ,  Lavih Garzon

    IPC分类号： E02D29/02 ,  E02D27/26 ,  E02D3/046

    CPC分类号： E02D29/0275 ,  E02D3/046 ,  E02D27/26 ,  E02D29/02

    摘要： A method for forming a cementitious retaining wall is described. The method includes the step of defining on an earth surface an outline of the wall to be formed. The outline delimits an area of earth to be excavated. The method also includes the step of compacting the area. After compaction, the earth underneath and adjacent to the area is densified, which provides stability to the earth during excavation and after the wall is formed. The method also includes the step of excavating the earth from the area compacted to an initial depth, thereby creating a wall cavity. The method further includes the step of compacting the bottom surface of the wall cavity and subsequently excavating the earth from the compacted bottom surface. This step can be repeated as much as required, under a final depth of the wall cavity is reached. Once the final depth is reached, the wall cavity can be filled at least partially a cementitious material so as to form the retaining wall.

    摘要翻译： 描述了一种用于形成水泥质挡土墙的方法。 该方法包括在地球表面上限定要形成的壁的轮廓的步骤。 大纲划定了要挖掘的地球区域。 该方法还包括压实该区域的步骤。 压实后，该区域下方和附近的地球致密化，这在开挖期间和墙体形成后为地球提供了稳定性。 该方法还包括从压实到初始深度的区域挖掘地球的步骤，从而形成壁腔。 该方法还包括压实壁腔的底面并随后从压实的底面挖掘土的步骤。 该步骤可以根据需要重复，在达到最终深度的壁腔。 一旦达到最终深度，壁腔可以至少部分地填充水泥质材料，以形成挡土墙。

    OPERATING METHOD OF A FACTORY FOR THE MOLDING MANUFACTURE OF PRECAST CONCRETE VOUSSOIRS FOR THE CONSTRUCTION OF WIND GENERATOR SUPPORT TOWERS
    9.
    发明申请
    OPERATING METHOD OF A FACTORY FOR THE MOLDING MANUFACTURE OF PRECAST CONCRETE VOUSSOIRS FOR THE CONSTRUCTION OF WIND GENERATOR SUPPORT TOWERS 审中-公开
    用于建设风力发电机支撑功能的预制混凝土铸造模具制造厂的操作方法

    公开(公告)号：US20120324823A1

    公开(公告)日：2012-12-27

    申请号：US13601109

    申请日：2012-08-31

    申请人： Miguel Angel Fernández Gómez ,  José Emilio Jimeno Chueca

    发明人： Miguel Angel Fernández Gómez ,  José Emilio Jimeno Chueca

    IPC分类号： E04B1/04 ,  E02D27/26 ,  E04G21/02 ,  E04G21/00

    CPC分类号： B28B15/002 ,  E04G21/16 ,  E04G21/18 ,  E04G21/242 ,  F03D13/20 ,  F05B2230/21 ,  Y02B10/30 ,  Y02E10/728 ,  Y02P70/523 ,  Y02P80/22

    摘要： An operating method of a factory for the molding manufacture of precast concrete voussoirs intended for the construction of wind generator support towers by placing the factory in a place of origin in a disassembled state in initial units that are smaller than the voussoirs to be manufactured, taking the initial units to a building site close to the point of delivery of the voussoirs to be manufactured, assembling the factory at the building site starting from the initial units, manufacturing the pertinent voussoirs by means of the factory in the assembled state, disassembling the factory at the building site until the factory is in a disassembled state in final units that are smaller than the manufactured voussoirs, and taking the final units to a place of destination leaving the building site in basically the same conditions as before assembling the factory at the building site.

    摘要翻译： 一种用于模制制造用于建造风力发电机支撑塔的预制混凝土土工厂的工厂的操作方法，将工厂放置在拆卸状态的初始单元中，该初始单元小于要制造的多孔，采用 初始单位到建筑工地，接近要生产的各种交付点，组装工厂在建筑工地从初始单位开始，在组装状态下通过工厂制造相关的vsosoirs，拆卸工厂 在建筑工地直到工厂处于拆装状态，最终单位小于制造的vsosoirs，并将最终单位带到目的地离开建筑工地的基本相同的条件下，组装工厂在建筑物 现场。

    Treating soil
    10.
    发明授权
    Treating soil 失效
    处理土壤

    公开(公告)号：US4072017A

    公开(公告)日：1978-02-07

    申请号：US770324

    申请日：1977-02-22

    申请人： Hisashi Shiraki

    发明人： Hisashi Shiraki

    IPC分类号： E02D3/12 ,  E02D17/20 ,  E02D27/26

    CPC分类号： E02D17/20 ,  E02D27/26 ,  E02D3/126

    摘要： The present invention generally relates to a new and improved method by which colloids, clay, silt, and silt-mixed sand (hereinafter referred to as "weak soil layer") which exist in rivers, lakes, marshes, harbours, and the sea, can be easily and immediately turned into stabilized foundation ground necessary for civil construction, and particularly relates to a new and improved treatment equipment which is effective to continuously treat said weak soil layer over a height from a bottom supporting foundation, by discharging a solidifier agent of special cement which is continuously agitated by agitator impellers.

    摘要翻译： 本发明一般涉及存在于河流，湖泊，沼泽，港口和海洋中的胶体，粘土，淤泥和淤泥混砂（以下简称“弱土层”）的新方法， 可以容易地立即变成土建工程所需的稳定基础土地，特别涉及一种新的改进的处理设备，其有效地从底部支撑基础在高度上连续处理所述弱土层，通过将固化剂 通过搅拌叶轮连续搅拌的特殊水泥。