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Stress Measurement Techniques for the Concrete Structures according to measuring displacement due to Stress-Relief

机译:根据应力释放测量位移的混凝土结构应力测量技术

摘要

The present invention safety diagnosis of concrete structures such as tunnels, bridges, dams constructed by using the concrete and measuring the stress in the current state are receiving a number of load, by measured the current state of stress in concrete structures promote proper safety evaluation It relates to the wish to stress release during stress measurement method of the concrete structure in accordance with the displacement measurements, and the disc attachment step of attaching a disk for measuring a concrete specimen and more particularly, for measuring watching loads are encountered in the load state toward the respective upper and lower and attaching the displacement measuring step of measuring a station spacing of the disks, and perforation step of drilling a concrete test piece so that the core is obtained, with the perforation displacement measuring step of measuring the displacement station spacing of the disks for measurement, respectively facing toward the top and bottom, the measured displacement displacement comparison step of determining a representative displacement to be applied to the stress calculation and, with the modulus measured phase of the core obtained in the perforation step, the displacement calculation steps per unit stress to estimate interpretation displacement, the actual displacement calculated at the displacement comparison step by dividing the displacement calculated in the analysis unit calculates the displacement per step stress is characterized in that it consists of the stress calculation step of calculating stress. ; Stress, displacement, concrete core, precision safety diagnosis
机译:本发明对混凝土结构的安全性诊断如隧道,桥梁,使用混凝土建造的大坝并测量当前状态下的应力正在承受一定的载荷,通过测量混凝土结构的当前应力状态促进适当的安全性评估。本发明涉及在根据位移测量的混凝土结构的应力测量方法期间的应力释放的愿望,以及在载荷状态下遇到用于安装混凝土试样的盘的盘安装步骤,更具体地,用于测量观察载荷的盘。朝着各自的上部和下部,并附接测量圆盘的工位间距的位移测量步骤,以及钻探混凝土试件以获得芯的穿孔步骤,而穿孔位移测量步骤则测量圆盘的位移工位间距用于测量的磁盘,分别面向顶部和底部首先,测量位移位移比较步骤,确定要应用于应力计算的代表性位移,并利用在穿孔步骤中获得的岩心的模量测量相,计算单位应力的位移计算步骤,以估算解释位移,实际在位移比较步骤中计算出的位移除以在分析单元中计算出的位移,计算出每步位移的应力的特征在于,它由计算应力的应力计算步骤组成。 ;应力,位移,混凝土芯,精密安全诊断

著录项

  • 公开/公告号KR100870096B1

    专利类型

  • 公开/公告日2008-11-25

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20070037570

  • 发明设计人 오영석;신용석;박성우;안상로;

    申请日2007-04-17

  • 分类号G01L1/22;G01N3/00;

  • 国家 KR

  • 入库时间 2022-08-21 19:14:22

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