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METHOD OF LOCATION DETERMINATION OF DAMAGES AND THEIR CONTROL IN THE DAILY CONTROL POOL BOTTOM

机译:日常控制池底部损坏的位置确定方法及其控制

摘要

FIELD: defectoscopy.;SUBSTANCE: invention relates to methods of reinforced concrete hydraulic reservoirs integrity monitoring using fiber optic test equipment and is designed to determine the location of damage in the daily control pools bottom and control leaks through them. Method of determining the location of the damage and monitoring it in the daily control pool bottom includes laying the fiber-optic sensor 6 over the entire area of the daily control pool in steps of 3–5 m, filling of a coarse-grained material layer under the daily control pool bottom 5, arrangement of the underground drainage gallery 10 adjoining from the outside to the daily control pool, transverse slant itra of the base 1 is made from the daily control pool axis to its edges, then a layer of coarse material, for example, crushed stone 2, is covered with a geo-synthetic filtering material 3, for example, dornite, to exclude suffusion / removal of sand 4 by the water flow, and an additional layer of sand 4 is filled onto it to form a spreading dome, which is obtained by leaks through the daily control pool bottom 5, connecting the fiber optic sensor 6 to the reading transceiver, which determines the damage location and the amount of leakages. Longitudinal slant ilong of the base 1 can be performed along the daily control pool axis in amount of 0.010–0.035. Transverse ribs, for example, reinforced concrete beads, can be installed over the whole area of the base 1 in increments of 3–5 m to create regular leakages local control zones. Fiber-optic sensor 6 can be laid from the reinforced concrete beads upper side continuously in all leakages local control zones.;EFFECT: technical result consists in determining of the damage points in the daily control pools bottom, quantitative assessment of the leakage through the damages, a reduction in the timing and costs of their detection and elimination, and an increase in the lifetime of the pools.;4 cl, 5 dwg
机译:用于光纤测试设备的钢筋混凝土水库完整性监测方法技术领域本发明涉及使用光纤测试设备监测钢筋混凝土水库完整性的方法,其目的是确定日常控制池底部的损坏位置并控制通过其泄漏。确定损坏的位置并在日常控制池底部进行监控的方法包括:以3-5 m的步长将光纤传感器6铺设在日常控制池的整个区域上,填充粗颗粒材料层在日常控制池底部5下,地下排水廊道10的布置从外部连接到日常控制池,从日常控制池的轴线到基座1的横向倾斜i tra 边缘,然后用土工合成的过滤材料3(例如白云石)覆盖一层较粗的材料(例如碎石2),以排除水流对沙子4的浸入/去除,以及一层沙子4被填充到上面,形成一个扩展的圆顶,该圆顶是通过日常控制池底部5的泄漏而获得的,该泄漏将光纤传感器6连接到读取收发器,以确定损坏的位置和泄漏量。可以沿每日控制池轴执行基数1的纵向倾斜i long ,其数量为0.010-0.035。横向肋骨(例如钢筋混凝土珠)可以以3-5 m的增量安装在基座1的整个区域上,以创建规则的局部泄漏控制区域。光纤传感器6可以在所有泄漏的局部控制区域中从钢筋混凝土小珠的上侧连续铺设。效果:技术结果在于确定日常控制池底部的损坏点,通过损坏对泄漏进行定量评估,减少了检测和消除它们的时间和成本,并增加了池的寿命。; 4 cl,5 dwg

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