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    • 4. 发明专利
    • Evaluation method of property of tunnel excavated natural ground
    • 隧道挖掘天然地质的评价方法
    • JP2003003789A
    • 2003-01-08
    • JP2001194352
    • 2001-06-27
    • Okumura Corp株式会社奥村組
    • TSUKAMOTO KOJIKURITA TAKESHIHAMADA HAJIMETAKEMOTO MITSUYOSHI
    • E21D9/10G01H17/00G01V1/00
    • PROBLEM TO BE SOLVED: To provide an evaluation method of the property of a tunnel excavated natural ground capable of efficiently executing a supporting of a tunnel corresponding to the property by safely and accurately deciding the property of an excavated natural ground when the natural ground is excavated as a tunnel by a partial tunnel face excavation machine. SOLUTION: When the tunnel is excavated while pushing a cutter drum put on the front end of a boom of the partial tunnel face excavation machine against the bedrock thereby, and since there is mutual relation between vibration force (maximum amplitude value) of the boom generated in the case of excavation and an evaluation point of the bedrock to be artificially measured, the vibration force of the boom is measured to calculate an evaluation point of the bedrock from the vibration data, and the property of the tunnel excavated bedrock is evaluated.
    • 要解决的问题:提供一种隧道挖掘天然地面的性质的评估方法,能够通过在挖掘天然地面时安全准确地确定挖掘的自然地面的性质,从而有效地执行对应于该物业的隧道的支撑 作为隧道的部分隧道面挖掘机。 解决方案:当将位于部分隧道掘进机的起重臂前端的切割滚筒推向基岩时,当挖掘隧道时,由于起重臂产生的振动力(最大振幅值)之间存在相互关系 在挖掘的情况下,人为测量基岩的评价点,测量起重臂的振动力,根据振动数据计算基岩的评价点,评价隧道挖掘基岩的性质。
    • 7. 发明专利
    • Control method of working face earth pressure and its device
    • 工作面地球压力及其装置的控制方法
    • JP2003082979A
    • 2003-03-19
    • JP2001267101
    • 2001-09-04
    • Okumura Corp株式会社奥村組
    • HATAYAMA EIICHITAKAI MASAOTAKEMOTO MITSUYOSHISHOJI KAZUYA
    • E21D9/06
    • PROBLEM TO BE SOLVED: To discharge sediment while stabilizing a working face by automatically controlling working face earth pressure in prescribed pressure when discharging the sediment excavated by a shield machine. SOLUTION: When discharging the sediment via an earth removal pipe 3 by imparting fluidity to the excavating sediment by supplying slurry in a sediment taking-in chamber 15 in the rear of a cutter plate of the shield machine 1, a gate 5 always pressed in the direction for closing an earth removal port 3a by an air cylinder 8 is arranged in the rear end earth removal port 3a of the earth removal pipe 3, and the working face earth pressure is increased up to a prescribed value by reducing a discharge quantity of the sediment by automatically reducing opening of the gate 5 when the working face earth pressure becomes lower than the prescribed value, and the working face earth pressure is reduced up to the prescribed value by increasing the discharge quantity of the sediment by automatically increasing the opening of the gate 5 when the working face earth pressure becomes higher than the prescribed value.
    • 要解决的问题:在排放由盾构机挖出的沉积物时,通过自动控制工作面土压力,在稳定工作面的同时排放沉积物。 解决方案:当通过在屏蔽机1的切割板后部的沉积物入室15中提供浆料,通过向挖掘沉淀物赋予流动性来排出沉积物时,门5始终压在 通过气缸8关闭排土口3a的方向设置在排土管3的后端排土口3a中,并且通过减少排放管道的排放量而将作业面土压力增加到规定值 通过在工作面接地压力变得低于规定值时自动减小闸门5的开度,通过自动增加开口的开度来增加沉淀物的排出量,将作业面土压力降低到规定值 当工作面接地压力变得高于规定值时,门5。