首页> 外国专利> FOUNDATION FOR A POST OR SIMILAR AND PROCESS TO LAKE THE SAME

FOUNDATION FOR A POST OR SIMILAR AND PROCESS TO LAKE THE SAME

机译:职位或类似职位的基础以及取得相同职位的过程

摘要

A foundation for a mast, supporting pillar, rails, and the like, comprising an anchoring portion (2) of hollow section design open at the bottom and adapted to be driven into the ground by being vibrated, and a inner (3,3'), and, if desired, and outer (4) ground consolidating element. Preferably at least the inner ground consolidating element (3) is arranged for longitudinal displacement inside the anchoring portion (2) so that the earth entering from below into the interior of the anchoring portion (2) is consolidated during the entire period of sinking the anchoring portion (2) into the ground by vibrating it. In similar manner, also the outer ground consolidating element (4) may be arranged to be displaceable in longitudinal direction. A vibrator suspended from construction equipment or an airship and lowered from the same under loading which acts on the anchoring portion and corresponds approximately to the dead weight of the vibrator (about 1.5 to 3.5 tons) is connected to the upper end of the anchoring portion (2) to sink the same into the ground by vibrating it. The anchoring portion (2) of hollow section design has extremely thin walls as compared to its length and width.
机译:桅杆,支撑柱,轨道等的基础,包括中空部分设计的锚定部分(2),该锚定部分在底部敞开并适于通过振动打入地下,而内部(3,3' ),以及(如果需要)外部(4)地面加固元件。优选地,至少内部地面加固元件(3)布置成在锚固部分(2)内纵向移位,使得在下沉锚固的整个期间内,从下方进入锚固部分(2)内部的土被加固。部分(2)震动进入地面。同样,外部地面加固元件(4)也可以布置成在纵向方向上可移动。从建筑设备或飞艇上悬挂下来并在负载下从其上下降的振动器连接到锚定部分的上端,该振动器作用在锚定部分上,大约相当于该振子的自重(约1.5至3.5吨)( 2)通过振动将其沉入地下。中空截面设计的锚固部分(2)与其长度和宽度相比具有极薄的壁。

著录项

  • 公开/公告号BR8206679A

    专利类型

  • 公开/公告日1983-10-04

    原文格式PDF

  • 申请/专利权人 ESKILSTUNA INVEST AB.;

    申请/专利号BR19828206679

  • 发明设计人 KARL BENGT LINDNER;

    申请日1982-11-18

  • 分类号E02D27/42;

  • 国家 BR

  • 入库时间 2022-08-22 11:16:47

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