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    • 11. 发明专利
    • Shield machine
    • 屏蔽机
    • JP2006200257A
    • 2006-08-03
    • JP2005014309
    • 2005-01-21
    • Hitachi Zosen CorpNishimatsu Constr Co Ltd日立造船株式会社西松建設株式会社
    • UCHIDA KATSUMIIMAKITA KEISUKEHANAOKA TAIJI
    • E21D9/087E21D9/06
    • PROBLEM TO BE SOLVED: To provide a simple and inexpensive constitution for bringing about the protruding motion of a cutter for partial widening, in a shield machine for excavating a partially widened section including a widened section of the tunnel. SOLUTION: This shield machine comprises: a slide case 30 which can slide outward to a circumferential surface (skin plate 1) of a main body from inside the main body; the cutter 20 for partial widening, which is attached to a leading end of the slide case 30 in the state of being bent at such an angle that a cutter surface is directed obliquely forward (refer to a front-side bent part 32), which can be housed in the main body, and which can protrude to the outside from the circumferential surface of the main body by the outward sliding of the slide case 30; and a mechanism (double-acting jack) 31 for bringing about the protruding motion of the cutter, which is provided between the slide case 30 and the inside of the main body, which makes the cutter 20 make the motion of protruding to the outside from the circumferential surface of the main body, and which makes the cutter 20 make the motion of being housed in the main body. The shield machine is equipped with the slide case 30 with a built-in cutter driving mechanism 25, and a storage case 40 for housing the mechanism 31. COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:为了提供用于在用于挖掘包括隧道的加宽部分的部分加宽部分的盾构机中提供用于部分加宽的切割器的突出运动的简单且便宜的构造。 解决方案:该屏蔽机器包括:滑动壳体30,其能够从主体内部向外滑动到主体的圆周表面(皮肤板1); 用于部分加宽的刀具20,其以在刀面朝向前方的角度(指前侧弯曲部32)弯曲的状态下附接到滑动壳体30的前端, 可以容纳在主体中,并且可以通过滑动壳体30的向外滑动而从主体的圆周表面突出到外部; 以及用于使滑动壳体30和主体内部之间设置的切割器的突出运动的机构(双作用千斤顶)31,其使得切割器20使得向外突出的运动 主体的圆周表面,并且使得切割器20使运动被容纳在主体中。 盾构机配备有具有内置刀具驱动机构25的滑动壳体30,以及用于容纳机构31的储存盒40.版权所有(C)2006,JPO&NCIPI
    • 12. 发明专利
    • Shield machine
    • 屏蔽机
    • JP2006183352A
    • 2006-07-13
    • JP2004379049
    • 2004-12-28
    • Hitachi Zosen CorpNishimatsu Constr Co Ltd日立造船株式会社西松建設株式会社
    • UCHIDA KATSUMIIMAKITA KEISUKEHANAOKA TAIJI
    • E21D9/06E21D9/087
    • PROBLEM TO BE SOLVED: To provide a shield machine capable of excavating a partial widening section including a widening section of a tunnel and simplifying a constitution for making a partial widening cutter protrusively operate at a low cost. SOLUTION: In the shield machine having a cutter 4 on the front of the body, the shield machine can be stored in a body by turning the surface of the cutter to the front, and is equipped with a partial widening cutter 20 protrusive to the outside from the body circumferential surface (skin plate 1) by rotating the front side with the back side as a fulcrum and a cutter protrusion operating mechanism 31 provided between the front side of the partial widening cutter 20 and the body inside, making the partial widening cutter 20 protrusive operate to the outside from the body circumferential surface and making it house and operate in the body. The cutter protrusion operating mechanism 31 is a double-acting jack erected between the front side section of the partial widening cutter 20 and the body inside. The partial widening cutter 20 is supported by the front, and equipped with a rotational case 30 wherein a cutter driving mechanism 25 is incorporated and a storing case 40 provided in the body inside and storing the rotational case 30 and the cutter protrusion operating mechanism 31. COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供一种能够挖掘包括隧道的加宽部分的局部加宽部分并且简化用于使部分加宽刀具的构造以低成本突出地操作的屏蔽机器。

      解决方案:在机体前部有一个切割器4的屏蔽机器中,通过将切割器的表面转向前部,可以将屏蔽机器存储在主体中,并配备有一个部分加宽刀具20突出 通过以作为支点的后侧旋转前侧而将主体周面(皮肤板1)向外部延伸到外部,以及设置在部分加宽刀20的前侧和主体内部之间的刀具突起操作机构31, 部分加宽刀具20突出地从身体周向表面向外部操作并使其在身体中容纳和操作。 刀具突起操作机构31是竖立在部分加宽刀20的前侧部分和主体内部的双作用千斤顶。 部分加宽刀具20由前部支撑,并且配备有旋转壳体30,其中安装有切割器驱动机构25,并且设置在主体内部的存储壳体40,并且存储旋转壳体30和切割器突出操作机构31。 版权所有(C)2006,JPO&NCIPI

    • 13. 发明专利
    • Shield tunnel construction method
    • 盾构隧道施工方法
    • JP2005240306A
    • 2005-09-08
    • JP2004048067
    • 2004-02-24
    • Nishimatsu Constr Co Ltd西松建設株式会社
    • UCHIDA KATSUMINAKAYAMA TSUTOMUIMAKITA KEISUKE
    • E21D9/06
    • PROBLEM TO BE SOLVED: To provide a shield tunnel construction method which is applicable to the construction of a widening section of a shield tunnel, wherein segments and a jacking mechanism are simplified as much as possible and wherein the operation of a shield machine is facilitated, to thereby achieve the stable excavation of the tunnel and the cost reduction of construction work as a whole. SOLUTION: The shield tunnel construction method is implemented by using the shield machine 1 having a widening excavation section on one side of a circular excavation section. By the method, when an ordinary section other than the widening section is constructed, the cylindrical lining of the tunnel is carried out by assembling the cylindrical segments 6, and a space between the excavated wall surface of the tunnel and the outer peripheral surface of the cylindrical segment 6 at the widening excavation section is filled with a filler 10. On the other hand, when the widening section is constructed, an almost half portion of the cylindrical segments 6 is assembled, widening section segments 7 are assembled to line the widening section on the one side of the circular excavation section, and the shield machine 1 is excavated over the entire length of the tunnel by means of a plurality of shield jacks 8 arranged on the cylindrical segments 6 so as to take jacking reaction forces. COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:提供一种适用于盾构通道的加宽部分的构造的屏蔽隧道施工方法,其中尽可能简化了段和顶举机构,并且其中屏蔽机器的操作 方便,从而实现了隧道的稳定开挖和整体施工工作的成本降低。 解决方案:通过使用在圆形挖掘部分的一侧具有加宽挖掘部分的盾构机1来实现盾构隧道施工方法。 通过该方法,当构造除了加宽部之外的普通部分时,通过组装圆柱形段6和隧道的挖掘壁表面与隧道的外周表面之间的空间来实现隧道的圆柱形衬里 在加宽挖掘部分处的圆柱形段6填充有填料10.另一方面,当构造加宽部时,组装几乎一半的圆柱形段6,加宽段段7组装成使加宽段 在圆形挖掘部分的一侧上,并且通过设置在圆柱形段6上的多个屏蔽插口8,在隧道的整个长度上挖掘盾构机器1,以便进行顶起反作用力。 版权所有(C)2005,JPO&NCIPI
    • 14. 发明专利
    • Construction method for confluent part of shielded tunnel
    • 屏蔽隧道混凝土结构施工方法
    • JP2004360227A
    • 2004-12-24
    • JP2003157112
    • 2003-06-02
    • Nishimatsu Constr Co Ltd西松建設株式会社
    • OE IKUOMITO KENJIWATANABE TORUISO HARUOOGURI TOSHIOUCHIDA KATSUMISUZUKI YASUYUKI
    • E21D9/06E21D11/00E21D11/14
    • PROBLEM TO BE SOLVED: To provide a construction method for a confluent part of a shielded tunnel, for rationally constructing the confluent part of the two shielded tunnels, particularly, in a deep depth underground space.
      SOLUTION: When constructing the confluent part TJ of a main line tunnel T1 and a branch line tunnel T2 respectively constructed by a shielding construction method, the main line tunnel T1 and the branch line tunnel T2 are advanced for boring so as to mutually draw near in a section of the confluent part TJ, and linings 1 and 2 of a substantially D-shaped cross section are respectively assembled, and an envelope of the cross section of the linings 1 and 2 is formed in a substantially circular shape. Next. the main line tunnel 1 and the branch line tunnel T2 are continued by removing a part 1A and 2A of the linings 1 and 2 for separating the tunnels, and steel shells 5 and 6 are installed so as to cover a part between the linings 1 and 2 of these main line tunnel T1 and branch line tunnel T2. The linings 1 and 2 of the main line tunnel T1 and the branch line tunnel T2 are integrated by filling a filler 7 in a space between these steel shells 5 and 6 and the linings 1 and 2.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:提供一种用于屏蔽隧道的汇合部分的施工方法,用于合理地构建两个屏蔽隧道的汇合部分,特别是在深深的地下空间中。 解决方案:当构建主线隧道T1的汇合部分TJ和分别由屏蔽施工方法构成的分支线隧道T2时,主线隧道T1和分支线隧道T2前进用于镗孔以相互 在汇合部分TJ的一部分附近吸附,并且分​​别组装基本上D形的横截面的衬垫1和2,并且衬垫1和2的横截面的外壳形成为大致圆形形状。 下一个。 通过移除用于分离隧道的衬里1和2的部分1A和2A来继续主线隧道1和分支线隧道T2,并且安装钢壳5和6以覆盖衬里1和 这些主线隧道T1和分支线隧道T2中的2个。 通过在这些钢壳5和6与衬板1和2之间的空间中填充填料7,将主管道隧道T1和分支管道隧道T2的内衬1和2集成。版权所有(C)2005 ,JPO&NCIPI
    • 16. 发明专利
    • Hydraulic circulating system for shield machine
    • 液压循环系统
    • JP2003041884A
    • 2003-02-13
    • JP2001227957
    • 2001-07-27
    • Nishimatsu Constr Co Ltd西松建設株式会社
    • UCHIDA KATSUMI
    • E02F7/00E21D9/06E21D9/13
    • PROBLEM TO BE SOLVED: To provide a hydraulic circulating system for a shield machine, which can always use slurry that is much the same as water without additionally providing a mud supply pump or diluting the slurry with water, and can circulate a mud producing material for use in the system. SOLUTION: The hydraulic circulating system 1 for the shield excavator 3 is comprised of a mud producing material injecting means 2, a slurry adding means 4, an earth and sand eliminating means 5, a separating means 6, a slurry circulating means 7, a mud producing material circulating means 8, and a dehydrating means 9. Thus, at least part of the mud producing material and the slurry can be circulated for use in the system, to thereby curtail the steps of excavation and reduce costs of disposal of excavated earth.
    • 要解决的问题:提供一种用于盾构机的液压循环系统,其可以随时使用与水大致相同的浆料,而不需要额外提供泥浆供应泵或用水稀释浆料,并且可以将泥浆生产材料循环 在系统中使用。 解决方案:用于盾构式挖掘机3的液压循环系统1包括泥浆产生材料注入装置2,浆料添加装置4,除砂装置5,分离装置6,浆液循环装置7,泥浆 生产材料循环装置8和脱水装置9.因此,至少部分泥浆产生材料和浆料可以循环使用在系统中,从而限制了挖掘步骤,并降低了挖土的处理成本。
    • 17. 发明专利
    • Construction method of crossing underground structure and crossing underground structure
    • 交叉地下结构和交叉地下结构的施工方法
    • JP2006249734A
    • 2006-09-21
    • JP2005065825
    • 2005-03-09
    • Nishimatsu Constr Co Ltd西松建設株式会社
    • UCHIDA KATSUMI
    • E21D9/04
    • PROBLEM TO BE SOLVED: To extend its construction extension, when constructing an underground structure by crossing under a road and a roadway by using a pipe roof.
      SOLUTION: When constructing the underground structure (a crossing part tunnel 3) by crossing under the road and the roadway, the pipe roof 4 is formed by burying a pipe 5 in parallel in the ground G so as to cross under these, and a foundation 7 supported by the ground G is arranged in a position opposed by sandwiching this pipe roof 4. A support member (a main girder 8) is extended to this opposed foundation 7 so as to straddle an upper part of the ground G1 on the pipe roof 4, and a suspending member 9 is arranged downward from this support member. While suspending and supporting the pipe roof 4 at a predetermined interval in its shaft direction via the suspending member 9, after excavating the ground G under the pipe roof 4, the underground structure is constructed.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:通过使用管道屋顶在道路和道路上穿越地下建筑物,延长施工延期。 解决方案:通过在道路和道路上交叉构造地下结构(交叉部分隧道3)时,通过在地面G中平行地埋设管道5形成管顶4,以便在这些下方交叉, 并且由地面G支撑的基座7被布置在与该管顶4相对的位置。支撑构件(主梁8)延伸到相对的基座7,以跨越地面G1的上部 管顶4和悬挂构件9从该支撑构件向下布置。 当通过悬挂构件9以预定的间隔在其轴向上悬挂和支撑管道屋顶4时,在管道屋顶4下方挖掘地面G之后,构造地下结构。 版权所有(C)2006,JPO&NCIPI
    • 18. 发明专利
    • Docking method of shield machine to existing connection body, and shield machine
    • 屏蔽机对现有连接体和屏蔽机的锁定方法
    • JP2005264577A
    • 2005-09-29
    • JP2004079327
    • 2004-03-19
    • Hitachi Zosen CorpNishimatsu Constr Co Ltd日立造船株式会社西松建設株式会社
    • UCHIDA KATSUMINAKAYAMA TSUTOMUIMAKITA KEISUKEHANAOKA TAIJIIMAI KENJI
    • E21D9/06E21D9/087
    • PROBLEM TO BE SOLVED: To improve cut-off performance by improving a matching property between an existing structure and a ring body projected from a shield machine. SOLUTION: In docking the shield machine 1 to the existing structure T, the shield machine 1 is further advanced after approaching the existing structure T, and a groove-like joint part Ta is formed in the existing structure T by drilling by a groove drilling bit 28 of a cutter head 9. The cutter head 9 is reduced in diameter, and an outer drum 4 fitted to the periphery of an inner drum 3 with the cutter head 9 and a cutter driving device 12 mounted inside is separated from the inner drum 3. The outer drum 4 is projected forward by a jacking jack 15 to approach the existing structure T. Further, a cut-off ring 33 is projected from the outer drum 4, and its tip is fitted into the joint part Ta. COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:通过改善现有结构和从屏蔽机器投射的环形体之间的匹配性来提高截止性能。 解决方案:在屏蔽机1对接现有的结构T时,屏蔽机1在接近现有结构T后进一步前进,并且通过钻孔将现有结构T中的槽状接合部分Ta形成 切割头9的凹槽钻头28的直径减小,并且安装在内滚筒3的周边的外滚筒4与切割头9和安装在内部的切割器驱动装置12分离 内滚筒3.外滚筒4通过起重顶杆15向前突出以接近现有结构T.此外,切断环33从外滚筒4突出,并且其尖端装配到接合部Ta中。 版权所有(C)2005,JPO&NCIPI
    • 19. 发明专利
    • Shield machine and method of overhanging skin plate for reamed section of shield tunnel
    • 护盾机器及护盾隧道复垦皮肤板的方法
    • JP2005054528A
    • 2005-03-03
    • JP2003288953
    • 2003-08-07
    • Nishimatsu Constr Co Ltd西松建設株式会社
    • UCHIDA KATSUMISUZUKI YASUYUKI
    • E21D9/087E21D9/10
    • PROBLEM TO BE SOLVED: To provide a shield machine for use in construction of a shield tunnel, which positively carries out overhanging of a skin plate for a reamed section during the construction of the reamed section inclusive of a width-expanded section of the shield tunnel, and to provide a method of overhanging the skin plate for the reamed section. SOLUTION: The shield machine is formed of a front trunk 2 and a rear trunk 3 which are separable from each other, an intermediate trunk 4 connected to the front trunk and capable of being housed in the rear trunk. The intermediate trunk has built therein a reaming cutter 5 and a reamed section skin plate 6. While the tunnel is driven by the shield machine, reaming excavation is carried out by separating the rear trunk 3 from the front trunk 2 to advance the intermediate trunk 4 connected to the front trunk 2 from the rear trunk 3, protruding the reaming cutter 5 from a peripheral surface of the intermediate trunk 4 to carry out reaming excavation, and injecting a filler 13 into a cavity 12 formed by the reaming excavation. Thereafter while the filler 13 in the cavity 12 is taken into the intermediate trunk 4, the reamed section skin plate 6 is protruded from the peripheral surface of the intermediate trunk 4 to overhang in the cavity 12. COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:提供一种用于构造盾构通道的屏蔽机构,该屏蔽机构在扩建部分的构造期间积极地执行用于延伸部分的凸版板的伸出部分,包括宽度扩展部分 屏蔽隧道,并提供一种突出用于延伸部分的皮肤板的方法。 解决方案:盾构机由前躯干2和后躯干3形成,前躯干2和后躯干3彼此分离,中间躯干4连接到前躯干并且能够容纳在后躯干中。 中间躯干已经内置了铰刀5和延伸部分皮肤板6.当隧道被屏蔽机驱动时,通过将后行李箱3与前行李箱2分开来进行扩孔挖掘,以使中间行李箱4前进 从后躯干3连接到前躯干2,从中继躯干4的周面突出扩孔刀5,进行扩孔开挖,并将填料13注入通过扩孔开挖形成的空腔12中。 此后,当空腔12中的填充物13被带入中间树干4时,延伸部分皮肤板6从中间主体4的周面突出到空腔12中伸出。(C)2005 ,JPO&NCIPI
    • 20. 发明专利
    • Uniform tensile device for carbon fibers
    • 碳纤维均质拉伸装置
    • JP2003055874A
    • 2003-02-26
    • JP2001244066
    • 2001-08-10
    • Nishimatsu Constr Co Ltd西松建設株式会社
    • UCHIDA KATSUMIOTA TOSHIAKIKIKURA KOUYU
    • D06B1/00D02J1/00D02J1/22
    • PROBLEM TO BE SOLVED: To provide an inexpensive uniform tensile device for carbon fibers.
      SOLUTION: This uniform tensile device for carbon fibers 11 comprises a yarn tensile device 10 comprising bobbins 8, 8... winded with fine yarn bundles 14, 14... of the carbon fibers thereon, sheaves 7, 7..., a pressing jack part 4, suspension type weights 5, 5... for uniformly applying loads to each fine yarn bundles 14, 14... of the carbon fibers or the like, a rotatable table part 9 to bundle the fine yarns bundles 14, 14... of the carbon fibers, sheaves 13a-13c on which the fine yarn bundles 14, 14... of the carbon fibers are hanged, and fixing tools 1-3 to fix the fine yarn bundles 14, 14... of the carbon fibers.
      COPYRIGHT: (C)2003,JPO
    • 要解决的问题:为了提供廉价的用于碳纤维的均匀拉伸装置。 解决方案:这种用于碳纤维11的均匀拉伸装置包括纱线拉伸装置10,纱线拉伸装置10包括卷绕在其上的碳纤维的细纱束14,14 ...的纱线架8,8,纱线7,7 ..., 按压千斤顶部件4,用于对碳素纤维等的每个细纱束14,14 ...均匀地施加载荷的悬挂式重物5,5a,将细纱束14捆扎的可转动台部9, 14 ...的碳纤维,碳纤维的细纱束14,14 ...悬挂在其上的槽轮13a-13c和固定工具1-3以固定细纱束14,14 ... 的碳纤维。