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    • 3. 发明专利
    • Evaluation method for water shielding characteristic of ground
    • 地层水屏蔽特性评价方法
    • JPH11280100A
    • 1999-10-12
    • JP10176798
    • 1998-03-31
    • Kumagai Gumi Co Ltd株式会社熊谷組
    • OMOTO SHINSHIROITO HIROSHIYASUI JUNJIKITANO YOSHINORI
    • E02D33/00E02D31/02
    • PROBLEM TO BE SOLVED: To make applicable to artificial ground, improved ground or the like by arranging a water passing hole of a pipe for observation in the vicinity of each surface portion of various ground, and measuring the water shielding performance of ground according to change in water level in the pipe.
      SOLUTION: A pipe for observation 5 is placed on an artificial bottom 3, with the tip of the pipe 5 formed with a strainer part, and a higher water level than an underground water level 13 outside of an underground continous wall is given, as an initial water level 14, into the pipe 14. According to a water level difference between the inside and outside of the continuous wall, water penetrates the artificial bottom 3, and after a lapse of time, the water level in the pipe 5 decreases, and a water permeable coefficient is calculated from a water level decrease curve. Then, the whole and local water shielding performance of the artificial bottom 3 is directly evaluated from the plane distribution of water permeable coefficients, whereby no complicated measuring system is not required. Accordingly, only with the observation of water level in the pipe 5, the water shielding performance of various kinds of ground can be evaluated easily, and the whole and local water shielding performance thereof can be measured simultaneously.
      COPYRIGHT: (C)1999,JPO
    • 要解决的问题:通过在各种地面的每个表面部分附近布置用于观察的管道的水通孔,并且根据变化来测量地面的防水性能,适用于人造地面,改良的地面等 在管道中的水位。 解决方案:用于观察的管道5放置在人造底部3上,管5的尖端形成有过滤部分,并且给出比地下连续壁外部的地下水位13更高的水位,作为 初始水位14进入管道14.根据连续壁内外水位差,水渗入人造底3,经过一段时间后,管道5中的水位下降, 根据水位下降曲线计算透水系数。 然后,根据透水系数的平面分布直接评估人造底3的全局和局部水屏蔽性能,不需要复杂的测量系统。 因此,只要观察管5中的水位,可以容易地评估各种地面的防水性能,并且可以同时测量其整体和局部的水分屏蔽性能。
    • 8. 发明专利
    • Evaluation method of impermeability of soil improvement body
    • 土壤改良体系不可靠性评价方法
    • JPH11280101A
    • 1999-10-12
    • JP10177198
    • 1998-03-31
    • Kumagai Gumi Co Ltd株式会社熊谷組
    • OMOTO SHINSHIROITO HIROSHIYASUI JUNJIKITANO YOSHINORI
    • E02D33/00E02D31/02G06F3/12G06F17/21
    • G06F3/1297G06F17/214
    • PROBLEM TO BE SOLVED: To easily evaluate the impermeability of an improved ground body, by arranging temperature-sensors in proximity to the surface of the improved ground body to measure the temperature variation of the underground water in the vicinity of a place where a waterstrem arises.
      SOLUTION: Diaphragm walls 2, 2 where ground is excavated by a specified depth from the ground surface 1 are constructed and an artificial bottom bed 3 of an improved ground body having a specified thickness is constructed at the lower part thereof. Then, a plurality of temperature sensors 5,... connecting lead wires 17 to the tips are disposed at every specified distance in proximity to the upper surface of the artificial bottom bed 3 in the inside of the diaphragms 2. Then, it is evaluated whether bleeding channels 4 are existing or not in the artificial bottom base 3 and the channels are specified, by measuring a temperature variation of underground water streams caused by the hydration heat of the artificial bottom base 3 which is detected by respective temperature sensors 5. In this way, the impermeability can be easily evaluated without the need of a complicated measuring system and damage of the improved ground body.
      COPYRIGHT: (C)1999,JPO
    • 要解决的问题:为了容易地评估改进的地面体的不渗透性,通过将温度传感器布置在改进的地面的表面附近以测量在产生水分的地方附近的地下水的温度变化 。 解决方案:在地面1从地面1开挖深度达到地面的隔膜壁2,2构成后,在其下部构成具有规定厚度的改良地面主体的人造底床3。 然后,将连接引线17的多个温度传感器5 ...连接到前端,在隔膜2的内侧以与人造底床3的上表面相邻的规定距离配置。然后,评价 通过测量由各温度传感器5检测到的人造底座3的水化热引起的地下水流的温度变化,是否存在人造底座3中的出血通道4和通道。 以这种方式,不需要复杂的测量系统和改进的地面体的损坏就可以容易地评估不渗透性。