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Improvements in and relating to elevated centrally pivoted rotating aerodromes or airport landing grounds

机译:中央枢纽旋转机场或机场着陆点升高的相关改进

摘要

413,773. Aircraft landing. FROBISHER, C., 8, The Crescent, Swaffham, Norfolk. Feb. 7, 1933, No. 3674. [Class 4.] In an elevated landing stage for aircraft, of the type comprising a rotatable platform, the latter consists of a permanently horizontal platform of such a length as to permit aircraft taking off in a natural manner under their own power. The elevated landing platform 1 comprises an elongated structure of the single or double cantilever type and is arranged to be oriented according to the wind direction. The platform may have a pivot 7 which is either central, at one end or may be virtual and it is supported on a circular or semicircular track 11. The pivot 7 and track 11 may be mounted on the same or different buildings and they may be at the same or different heights. Fig. 4 shows the platform 1 with its pivot on a central column and its track on separate columns 2 and the platform may be provided with inclined runways 3, escalators, lifts &c. which are usable when the platform is being oriented. The arrangement shown in Fig. 4 shows the landing platform mounted over a railway system.. The track may support the landing platform by means of travelling cradles. Fig. 7 shows the landing platform 1 supported by a pivot and by a cradle travelling on a semicircular track 11 supported on columns 10, an overhead gangway 12 connecting the ends of the track 11. The surface of the platform is preferably formed of metal mesh, the strength of which may vary along the platform according to the load to be borne. The track may also comprise an annular waterway in which the cradle floats, antifriction rollers being provided to take side or end thrust. The buildings or columns may be used for commercial or other purposes. The landing platform is provided with an arrow to show the direction of the wind and the head of the arrow may become visible at either end of the arrow shaft. Figs. 9a, 9b, 9c shows one method. Strips 1, 2, 3 &c. painted white are secured to and raised slightly from the roadway and in plan view show an arrow head when projecting through the slits 111, 211, 311 &c. of a plate B, which, however, when withdrawn a suitable amount obscure the strips 1, 2, 3. Other arrangements comprise depressions painted white adapted to be covered by plates when desired. The direction of the arrow may be altered manually, mechanically &c. Safety devices such as resilient cords under the control of the pilot or control station may be provided to prevent take-off if necessary and the platform may be oriented by power from any suitable source. Electromagnetic brakes may be provided to decelerate the landing planes. Specification 299,698, [Class 4], is referred to.
机译:413,773。飞机降落。 FROBISHER,C.,8,新月,Swaffham,诺福克。 1933年2月7日,第3674号。[类别4]在飞机的高架着陆平台中,该平台包括可旋转平台,该平台由永久水平的平台组成,该平台的长度应使飞机能够在飞机上起飞。在自己的力量下自然地举止。高架着陆平台1包括单悬臂或双悬臂类型的细长结构,并且被布置成根据风向定向。平台可以具有在中心处,在一端处或者可以是虚拟的枢轴7,并且其被支撑在圆形或半圆形轨道11上。枢轴7和轨道11可以被安装在相同或不同的建筑物上,并且它们可以是在相同或不同的高度。图4示出了平台1,其枢轴在中心立柱上,并且其轨道在单独的立柱2上,并且平台可以设置有倾斜的跑道3,自动扶梯,升降机c。面向平台时可用。图4所示的布置示出了安装在铁路系统上方的着陆平台。轨道可以通过行进的支架来支撑着陆平台。图7示出了由枢轴和通过在支撑在立柱10上的半圆形轨道11上移动的托架支撑的着陆平台1,连接轨道11的端部的高架舷梯12。平台的表面优选地由金属网形成。 ,其强度可能会根据所承受的载荷沿平台变化。轨道还可以包括环形水道,支架在其中漂浮,设置减摩辊以承受侧向或末端推力。建筑物或圆柱可用于商业或其他目的。降落平台设有箭头以显示风向,箭头的头部可能在箭头杆的两端可见。无花果图9a,9b,9c示出一种方法。条1,2,3&c。将白色油漆固定在车道上并从车道上稍微抬起,并且在平面图中显示了穿过狭缝1 11、2 11、3 11&c伸出的箭头。板B的第一部分,然而,当撤回适当的量时,条1、2、3使条1、2、3模糊。其他布置包括漆成白色的凹陷,以在需要时被板覆盖。箭头的方向可以手动,机械地更改。如有必要,可在飞行员或控制站的控制下提供安全装置,例如弹性绳,以防止起飞;平台可通过任何合适电源的动力进行定向。可以提供电磁制动器以使降落飞机减速。参考规格299,698,[等级4]。

著录项

  • 公开/公告号GB413773A

    专利类型

  • 公开/公告日1934-07-26

    原文格式PDF

  • 申请/专利权人 CHARLES FROBISHER;

    申请/专利号GB19330003674

  • 发明设计人

    申请日1933-02-07

  • 分类号B64F1/36;

  • 国家 GB

  • 入库时间 2022-08-24 06:55:49

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