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    • 2. 发明授权
    • Shield tunneling machine
    • 盾牌隧道机
    • US5393172A
    • 1995-02-28
    • US70624
    • 1993-06-02
    • Toshio Akesaka
    • Toshio Akesaka
    • E21B7/20E21D9/08E21D9/087E21D9/12
    • E21B7/208E21D9/0657E21D9/11
    • A shield tunneling machine comprises a shield body having a soil chamber, an inside chamber and a partition wall. The soil chamber has a conical peripheral surface converging gradually rearward. A crankshaft having an eccentric portion is rotatably supported by the partition wall at the center of the partition wall corresponding to the axis of the shield body. A cutter disc with roller bits is secured to a front end of the crankshaft, and a conical rotor is rotatably mounted on the eccentric portion of the crankshaft behind the cutter disc. Since the cutter disc is rotated at an increased rotary velocity by five to ten times as many as that of a cutter disc in a conventional shield tunneling machine, crushing of gravel can be efficiently carried out by the cutter disc with roller bits in cooperation with the conical rotor mounted on the crankshaft.
    • 盾构隧道机包括具有土壤室,内室和分隔壁的屏蔽体。 土壤室具有逐渐向后收敛的圆锥形周向表面。 具有偏心部的曲轴在与屏蔽体的轴线对应的分隔壁的中心处被分隔壁可旋转地支撑。 具有滚子钻头的切割盘固定到曲轴的前端,并且锥形转子可旋转地安装在切割盘后面的曲轴的偏心部分上。 由于刀盘在常规屏蔽隧道机中以提高的旋转速度旋转五倍至十倍的切割盘,所以可以通过与滚刀钻头的切割盘有效地进行砾石的破碎 圆锥转子安装在曲轴上。
    • 4. 发明授权
    • Rotary actuator
    • 旋转执行机构
    • US5157982A
    • 1992-10-27
    • US713823
    • 1991-06-12
    • Toshio AkesakaTakashi Ogawara
    • Toshio AkesakaTakashi Ogawara
    • B08B9/04E03F3/06F16L55/26
    • F16L55/26B08B9/047E03F3/06Y10T409/304424Y10T74/18688
    • A rotary actuator includes a cup-shaped piston which is movable back and forth and rotatable on its axis. A driving shaft has on its circumferential face a threaded area engaging with a threaded internal face of the cup-shaped piston. The driving shaft can be rotated on its axis during rectilinear motion of the cup-shaped piston. A rotary member has an area engaging with an outer portion of the cup-shaped piston. A casing accommodates the cup-shaped piston, the driving shaft, and the rotary member. The casing has a slit which can be tightened for securing the rotary member to the casing. A regulating member limits the length of strokes of the cup-shaped piston.
    • 旋转致动器包括可前后移动并可在其轴线上旋转的杯形活塞。 驱动轴在其圆周面上具有与杯状活塞的螺纹内表面接合的螺纹区域。 在杯状活塞的直线运动期间,驱动轴可以在其轴线上旋转。 旋转构件具有与杯状活塞的外部部分接合的区域。 壳体容纳杯形活塞,驱动轴和旋转构件。 壳体具有能够被紧固以将旋转构件固定到壳体的狭缝。 调节构件限制杯形活塞的行程长度。
    • 6. 发明授权
    • Shield type tunneling machine
    • 盾型隧道机
    • US4692062A
    • 1987-09-08
    • US780388
    • 1985-09-26
    • Toshio Akesaka
    • Toshio Akesaka
    • E21B7/20E21D9/06E21D9/08E21D9/087
    • E21B7/208
    • A shield-type tunneling machine comprises a shield body having a front portion converging gradually rearward, a crankshaft journalled rotatably by a diaphragm provided in the shield body, a drive mechanism connected to an end of the crankshaft and a conical or frustoconical rotary head supported rotatably by the other end and disposed in the front portion of the shield body to be turned eccentrically, a gear mechanism for forcibly rotate the rotary head and a means for discharging debris from a front area of the diaphragm to a rear area. The tunneling machine, when thrusted in the ground by a jack, receives earth and sand into the front portion of the shield body and compresses them between the rotary head and the shield body to send them to the rear. The machine can be used for a pipe jacking as well as the tunneling in the soft ground.
    • 屏蔽型隧道机包括屏蔽体,该屏蔽体具有逐渐向后收敛的前部,由设置在屏蔽体中的隔膜可旋转地安装的曲轴,连接到曲轴端部的驱动机构和可旋转地支撑的圆锥或截头圆锥形旋转磁头 通过另一端并设置在屏蔽体的前部以偏心地转动,用于强制旋转旋转头的齿轮机构和用于将碎片从隔膜的前部区域排出到后部区域的装置。 隧道掘进机通过千斤顶在地面上进行接地时,将土砂接入盾构体的前部,并将其压缩在旋转头与屏蔽体之间,将其送到后部。 该机器可用于管道顶升以及软土地隧道。
    • 7. 发明授权
    • Shield tunneling method and machine therefor
    • 盾构隧道法及其机器
    • US4406498A
    • 1983-09-27
    • US272059
    • 1981-06-09
    • Toshio Akesaka
    • Toshio Akesaka
    • E21D9/06E21D9/00E21D9/08E21D9/087E21D9/13
    • E21D9/13E21D9/0657E21D9/087
    • A method for excavating a tunnel wherein the muck from the tunnel face is admitted into the shield; the muck is pressed by a pressure of a predetermined level higher than an active earth pressure in the face and lower than a passive earth pressure as the shield body is moved forward, thereby establishing the balance between the earth pressure in the face ground and the muck pressure; and a liquid of a level balancing the underground water pressure is used to resist the underground water, thereby preventing movement of the underground water, whereby the face is maintained stable; and when the muck pressure is raised over the predetermined level, the muck is discharged out of the shield. A shield tunneling machine embodying the above described method comprises a cutter head (24,124) allowing the passing of the muck therethrough, a diaphragm (14,114) provided in the shield body (10,110), a muck inlet (16,116) provided in the diaphragm, a cover member (50,148,149) adapted to open and close the muck inlet and coupled to an operating means (52,160) presetting the muck pressure at the aforesaid predetermined level, and a muck chamber provided behind the diaphragm and usually charged with a liquid.
    • 一种用于挖掘隧道的方法,其中来自隧道面的垃圾进入盾构; 当屏蔽体向前移动时,泥浆被压在比面积中的主动土压力高的预定水平的压力下并且比被动地面压力低的压力,从而建立了地面的地面压力和泥土之间的平衡 压力; 使用平衡地下水压力的液体来抵抗地下水,从而防止地下水的移动,从而使面部保持稳定; 并且当泥渣压力升高到预定水平时,粪便被排出屏蔽。 体现上述方法的盾构隧道掘进机包括:允许通过其的泥浆通过的切割头(24,124),设置在屏蔽体(10,110)中的隔膜(14,114),设置在隔膜中的垃圾入口(16,116), 盖构件(50,148,149),其适于打开和关闭垃圾入口并且联接到预设上述预定水平的垃圾压力的操作装置(52,160)以及设置在隔膜后面并且通常装有液体的垃圾箱。
    • 8. 发明授权
    • Method for replacement of existing pipes and device for carrying out the
method
    • 现有管道更换方法及其实施方法
    • US6149346A
    • 2000-11-21
    • US59298
    • 1998-04-14
    • Nobuhisa TakamatsuTakayuki KurobeToshio HiraiToshio Akesaka
    • Nobuhisa TakamatsuTakayuki KurobeToshio HiraiToshio Akesaka
    • F16L1/024E21B7/30F16L1/00F16L55/165F16L55/18
    • E21B7/30F16L1/00F16L55/1658
    • A drawing device 4 is mounted in a drawing shaft 3, and pipe replacement device A connected with new pipes is arranged on the side of starting shaft 2, wherein the drawing device 4 and the pipe replacement device A is connected through pull-rods 5 inserted into existing pipes with each other. The pipe replacement device A is comprised of a cutting part 11 including cutter bodies 14 (shanks 14a to 14i) arranged in the axial direction and at angular intervals in the circumferential direction, an expanding part 12 having expanding rollers 18a to 18f, and a connecting part 13. Each cutter body 14 has a plurality of cutting edges, wherein distances between the respective cutting edges and the center of the circle become larger in order from the forward side toward the backward side. While the pipe replacement device A is traveled in the inside of cast iron pipes, the inner wall of cast iron pipes is cut by the cutter bodies 14 to form grooves. Splitting of existing pipes into arc-shaped pieces 1a is made starting from the grooves. Arc-shaped pieces 1a are pressed into the ground, by which a tunnel 7 surrounded by arc-shaped pieces 1a and portions of consolidated earth is formed, while new pipes 6 are introduced into the tunnel 7, and besides the new pipes 6 are protected by protective armors formed of arc-shaped pieces 1a.
    • 牵引装置4安装在牵引轴3中,在起动轴2的侧面配置有与新管连接的管道更换装置A,其中,拉拔装置4和管道更换装置A通过插入的拉杆5连接 进入现有的管道。 管道更换装置A包括切削部11,该切削部11包括沿轴向布置并且沿圆周方向成角度间隔的切割器主体14(柄14a至14i),具有扩展辊18a至18f的扩展部12和连接 每个切割器主体14具有多个切割边缘,其中各个切割边缘和圆心之间的距离从前侧朝向后侧依次变大。 当管路更换装置A行进在铸铁管内部时,铸铁管的内壁被切割体14切断,形成槽。 从凹槽开始将现有管道分割成弧形件1a。 弧形片1a被压入地面,由弧形片1a围绕的隧道7和固结土的一部分形成,而新的管道6被引入隧道7中,并且新的管道6被保护 由弧形件1a形成的防护装甲。