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1. 发明申请

US20050005562A1 Telescopic support tower 审中-公开
标题翻译：伸缩支撑塔
公开(公告)号：US20050005562A1
公开(公告)日：2005-01-13
申请号：US10851644
申请日：2004-05-24
申请人： Allan Henderson , Zvi Gershony , Vaughn Johnson , Robert Godfrey
发明人： Allan Henderson , Zvi Gershony , Vaughn Johnson , Robert Godfrey
IPC分类号： E04H12/18 , E04H12/34 , F03D11/04 , E04B5/18
CPC分类号： F03D13/20 , E04H12/182 , E04H12/34 , F03D13/10 , F03D13/40 , F05B2240/9151 , F05B2240/91521 , Y02E10/728
摘要： A support tower for heavy loads or large structures such as a wind turbine generators, constructed of a plurality of telescopic tower sections with the outer lower tower section having a lower end supported from a foundation and at least one or more inner upper tower sections telescoped in an initial vertical nested relation within the outer lower tower section. The heavy load is mounted on an upper end of the inner upper tower section while in the initial vertical nested relation. The inner upper tower section or sections are then lifted upwardly to an extended tower height by lift mechanisms and the tower sections are secured in vertically extended position by inter-engaging wedge joint structure with bolt fasteners extending through mating wedge surfaces to retain the telescopic tower sections vertically extended and position the heavy load in a vertically elevated position.
摘要翻译：用于重载荷的支撑塔或诸如风力涡轮发电机的大型结构，其由多个伸缩塔段构成，所述多个伸缩塔段具有从底部支撑的下端部的下部塔架段，以及至少一个或多个内部上部塔架段，外部下部塔段内的初始垂直嵌套关系。在最初的垂直嵌套关系中，重负载安装在内上塔架部分的上端。然后通过提升机构将内部上部塔部分或部分向上提升到延伸的塔架高度，并且塔架部分通过相互接合的楔形接头结构固定在垂直延伸的位置，螺栓紧固件延伸穿过匹配的楔形表面，以保持伸缩塔部分垂直延伸并将重负荷定位在垂直升高的位置。

2. 发明申请

US20070269273A1 Post-tension pile anchor foundation and method therefor 有权
标题翻译：后张力桩锚基础及其方法
公开(公告)号：US20070269273A1
公开(公告)日：2007-11-22
申请号：US11797772
申请日：2007-05-07
申请人： Allan Henderson
发明人： Allan Henderson
IPC分类号： E02D5/30 , E02D5/10 , E02D5/22
CPC分类号： E02D27/12 , E04H12/085
摘要： A post-tensioned pile anchor foundation and method therefor creates a void or highly compressible space between a drilled or driven pile anchor surrounding a post-tensioned anchor bolt or tendon and the bottom of a foundation cap. The void or space can be formed by compressible spacers or void forming elements placed between the top of the pile anchor and the concrete cap. As the anchor bolt or tendon is post-tensioned against the cap, the void forming element is compressed or crushed, allowing the pile anchor to be pulled upwardly toward the cap, developing pull out resistance, and the cap to be pulled downwardly against the surrounding soil to provide a secure foundation for a tower or other structure to be supported thereon.
摘要翻译：后张紧桩锚基础及其方法在围绕后张紧的锚栓或腱的钻孔或被驱动的桩锚与基础盖的底部之间产生空隙或高度可压缩的空间。空隙或空间可以由位于桩锚顶部和混凝土盖之间的可压缩间隔件或空隙形成元件形成。当锚定螺栓或钢筋被后张紧在盖上时，空隙形成元件被压缩或压碎，使得桩锚被向上拉向盖，显影拉出阻力，并且盖被向下拉靠在周围土壤，以便为塔或其他结构承载其上提供安全的基础。

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