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    MINE VENTILATION SYSTEM AND METHOD
    4.
    发明申请
    MINE VENTILATION SYSTEM AND METHOD 有权
    矿井通风系统及方法

    公开(公告)号：US20150322787A1

    公开(公告)日：2015-11-12

    申请号：US14271476

    申请日：2014-05-07

    申请人： Courtland Joshua Helbig ,  Timothy Dale Beeman ,  David William Lantz, III

    发明人： Courtland Joshua Helbig ,  Timothy Dale Beeman ,  David William Lantz, III

    IPC分类号： E21F1/16

    CPC分类号： E21F1/14 ,  Y10T29/49631

    摘要： A mine ventilation structure including a support structure, a plurality of side panels and ceiling panels mounted on the support structure, and a cementitious sealing composition applied over at least one surface of the side or ceiling panels. A method of assembling an overcast in an intersection within a mine is also provided.

    摘要翻译： 一种矿井通风结构，包括支撑结构，多个侧板和安装在支撑结构上的天花板板，以及施加在侧板或天花板板的至少一个表面上的水泥密封组合物。 还提供了在矿井内的交叉口中组装阴影的方法。

    Method of assembling a tubular building structure by using screw sockets
    5.
    发明授权
    Method of assembling a tubular building structure by using screw sockets 有权
    使用螺丝套筒组装管状建筑结构的方法

    公开(公告)号：US09175494B2

    公开(公告)日：2015-11-03

    申请号：US14675966

    申请日：2015-04-01

    申请人： Andresen Towers A/S

    发明人： Tom Andresen

    IPC分类号： E04H12/34 ,  E04H12/08 ,  E04H12/00 ,  F03D11/04

    CPC分类号： E04H12/342 ,  E04H12/00 ,  E04H12/08 ,  E04H12/34 ,  F03D13/20 ,  F05B2240/912 ,  Y02B10/30 ,  Y02E10/728 ,  Y02P70/523 ,  Y02P80/22 ,  Y10T29/49623 ,  Y10T29/49631

    摘要： A method of assembling a tubular building structure 1 comprising a circumferential wall structure formed from a plurality of wall elements 2,20. The method comprises mutually assembling at least some of the wall elements 2,20 by use of screw sockets 4 mounted in holes in the wall elements 2,20 and bolts. The wall elements may be superposed tube sections 2 arranged on top of each other, and these tube sections 2 may be formed by interconnecting axially extending tube segments 20. In some embodiments of the invention, the screw sockets 4 are mounted at the manufacturing site, and the wall elements 2,20 are subsequently transported to the erection site of the tubular building structure 1. Preferably the mutual assembly of the wall elements 2,20 is performable solely by people working inside the tubular building structure 1 fastening the bolts 5 to the pre-mounted screw sockets 4.

    摘要翻译： 一种组装管状建筑结构1的方法，包括由多个壁元件2,20形成的圆周壁结构。 该方法包括通过使用安装在壁元件2,20中的孔中的螺钉孔4和螺栓来相互组装至少一些壁元件2,20。 壁元件可以是彼此重叠的叠置的管段2，并且这些管段2可以通过将轴向延伸的管段20互连而形成。在本发明的一些实施例中，螺钉插座4安装在制造现场， 并且壁元件2,20随后被运送到管状建筑结构1的竖立位置。优选地，壁元件2,20的相互组合仅由在管状建筑结构1内部工作的人员执行，将螺栓5紧固到 预装螺丝插座4。

    Tower production method
    6.
    发明授权
    Tower production method 有权
    塔生产方法

    公开(公告)号：US09168576B2

    公开(公告)日：2015-10-27

    申请号：US14113948

    申请日：2011-05-27

    申请人： Cevdet Unan

    发明人： Cevdet Unan

    IPC分类号： B21C47/02 ,  B21C37/12 ,  B21C37/18 ,  B21C37/15

    CPC分类号： B21C47/02 ,  B21C37/122 ,  B21C37/124 ,  B21C37/126 ,  B21C37/15 ,  B21C37/185 ,  Y10T29/49631 ,  Y10T29/49826

    摘要： A tower (C) production method is developed with the present invention, comprising a first production stage including the steps of unrolling and bringing into a planar state a sheet metal (B) wound around a coil (A); bending the planar sheet metal (B) at the lateral direction at varying bending radii (d); and winding the bent sheet metal (B′) into a conical coil (A′), as well as a final production stage yielding the tower and including the steps of feeding the sheet metal (B′) unwound from the conical coil (A′) to at least one winding machine (8), and bending and winding the bent sheet metal (B′) in the winding machine around a central bending axis (T) parallel to one surface (B1) thereof so that a defined initial winding radius and the angle between a longer edge (B3) thereof and the axis (T) are kept constant and the longer edge (B3) of the sheet metal is joined over itself.

    摘要翻译： 利用本发明开发了一种塔（C）制造方法，包括：第一制造阶段，包括使卷绕在线圈（A）上的金属片（B）展开并呈平面状态的步骤; 在变化的弯曲半径（d）下在横向弯曲平面金属片（B）; 并且将弯曲的金属板（B'）卷绕成圆锥形线圈（A'），以及将塔架的最终生产阶段卷绕，并且包括将从锥形线圈（A'）退绕的金属片（B'） ）到至少一个绕线机（8），并且绕着绕线机将弯曲的金属片（B'）绕平行于其一个表面（B1）的中心弯曲轴线（T）弯曲和卷绕，使得限定的初始绕组半径 并且其长边缘（B3）与轴线（T）之间的角度保持恒定，并且金属片材的较长边缘（B3）自身接合。

    CONNECTION BETWEEN A WIND TURBINE TOWER AND ITS FOUNDATION
    7.
    发明申请
    CONNECTION BETWEEN A WIND TURBINE TOWER AND ITS FOUNDATION 审中-公开
    风力涡轮机塔架及其基金会之间的连接

    公开(公告)号：US20150143765A1

    公开(公告)日：2015-05-28

    申请号：US14381611

    申请日：2012-02-28

    申请人： José Ramón Carril González ,  Alvaro Hernando Aragón ,  Enrique Martínez Camarero

    发明人： José Ramón Carril González ,  Alvaro Hernando Aragón ,  Enrique Martínez Camarero

    IPC分类号： F03D11/04 ,  E02D27/42 ,  E04H12/34 ,  E04B1/41

    CPC分类号： E04H12/34 ,  E02D27/425 ,  E04B1/4114 ,  F03D13/22 ,  F05B2230/60 ,  F05B2240/912 ,  F05B2240/917 ,  F05B2260/30 ,  Y02E10/728 ,  Y02P70/523 ,  Y10T29/49631

    摘要： The invention relates to a connection between a tower (7) of a wind generator and its foundation established by an interface formed by flexible elements independent from one another which are formed by a series of tensioned cables (1). Each of these cables is located inside vertical housing means (4) which are embedded in the foundation.The invention also relates to a method of execution of the connection between a tower (7) of a wind generator and its foundation (8), comprising a series of stages, some of which vary depending on whether or not the foundation (8) has central lightweighting. It also generates variation in some aspect if the tower is made of metal or concrete and, in this case, if the tensioning cables of the tower are common to or independent of those of the connection.

    摘要翻译： 本发明涉及一种风力发电机的塔架（7）与其由通过由一系列张紧的电缆（1）形成的彼此独立的柔性元件形成的接口所建立的基座之间的连接。 这些电缆中的每一个位于嵌入基座的垂直外壳装置（4）内。 本发明还涉及执行风力发电机的塔架（7）与其基座（8）之间的连接的方法，该方法包括一系列的阶段，其中一些阶段根据基础（8）是否具有 中央轻量化。 如果塔由金属或混凝土制成，并且在这种情况下，如果塔的张紧电缆与连接的共用或不相关，则它也会在某些方面产生变化。

    Base for supporting an upstanding mast
    8.
    发明授权
    Base for supporting an upstanding mast 有权

    公开(公告)号：US08931749B2

    公开(公告)日：2015-01-13

    申请号：US13717029

    申请日：2012-12-17

    申请人： Tuffbuilt Products Inc.

    发明人： Jan Vetesnik

    IPC分类号： E04H12/22 ,  A62B35/00 ,  F41J1/10 ,  G09F1/00 ,  E01F9/012

    CPC分类号： E04H12/2246 ,  A62B35/0068 ,  E01F9/688 ,  E04H12/2269 ,  F16B5/0004 ,  F41J1/10 ,  G09F1/00 ,  Y10S248/91 ,  Y10T29/49631

    摘要： A portable base is provided for supporting an upstanding mast and particularly a davit with a jib where the jib includes a load connecting point arranged such that on application of a load beyond a predetermined limit the spacing of the load connecting point from the mast is reduced to reduce a side load on the base. The base includes bottom and side panels connected edge to edge to form a container with a hollow interior filled by concrete where at least one side by side panels forming a top wall has a sleeve extends from the panel at least partly through the hollow interior to the base. The sleeve which is welded to reinforcing bars passing through the material receives and supports the mast and is held in place by forces contributed both by the set filling material and the panels.