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mono load cell for measuring axial strength of anchors using strong strands or cables, and anchoring structure

机译:用于使用坚固的股线或电缆测量锚固件轴向强度的单测力传感器以及锚固结构

摘要

This is a building designed anchor, anchor buoyancy, permanent anchor for retaining walls, etc., measuring the axial force of each wire (Strand) and respond to advance the risk of accidents, such as collapse of the construction through a precise and accurate measurement of the displacement can be calculated over the bundamyul the load being applied to the lower body through which in provides a mono load cell and the anchor structure for the measurement of the axial force to the anchor. ; mono load cell for measuring the axial force of the tensile force acting on each of the anchor wire 10 to be fixedly for the anchor structure, In the load cell for measuring the load, the wire 10 is passed through the passage hole (59) is formed and compressed when a tension force acting on the wire 10, the strain is transformed by a tension pole 58 and, the outer surface of the deformed post portion base plate first portion for transmitting the tensile force of the wire relative to 10 in the top and bottom of 58, 56 and the second base plate portion 57 and the deformed pillar portion 58 is attached to the compression, include electrical resistance strain gauge (54 or 55) for generating different electrical signals depending on the deformation caused by tension or the like is characterized in that configuration.
机译:这是建筑物设计的锚,锚浮力,用于挡土墙的永久锚等,可测量每根钢丝(股)的轴向力,并通过精确的测量来应对事故风险,例如建筑物倒塌可以在Bundamyul上计算位移的百分比,将载荷施加到下主体,通过该下主体提供单载荷传感器和锚结构,用于测量施加到锚的轴向力。 ;用于测量作用于固定在锚固结构上的每条锚索10上的拉力的轴向力的单载荷传感器,在用于测量载荷的载荷传感器中,缆索10穿过通孔(59)。当张力作用在电线10上时形成并压缩,应变由张力极58转换,并且变形的柱部基板第一部分的外表面在顶部传递了相对于电线10的张力58、56的底部和第二基板部57以及变形的支柱部58被压接,包括电阻应变计(54或55),该电阻应变计(54或55)根据因张力等引起的变形而产生不同的电信号。其特征在于该配置。

著录项

  • 公开/公告号KR200405462Y1

    专利类型

  • 公开/公告日2006-01-11

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20050029555U

  • 发明设计人 박정훈;유영록;송석재;

    申请日2005-10-18

  • 分类号G01L5/10;G01L5/00;F16B13/00;

  • 国家 KR

  • 入库时间 2022-08-21 21:22:35

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