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    • 2. 发明申请
    • METHOD AND DEVICE FOR LINING A TUBE
    • 用于衬管的方法和装置
    • WO1995009725A1
    • 1995-04-13
    • PCT/JP1994001667
    • 1994-10-05
    • OSAKA BOSUI CONSTRUCTION CO., LTD.KUBOTA CONSTRUCTION CO., LTD.KUBOTA CORPORATIONMIYAZAKI, YasuoKAMIDE, AkiraHATTORI, MasatoHAZAMA, YujiHIRAO, Kazuhiro
    • OSAKA BOSUI CONSTRUCTION CO., LTD.KUBOTA CONSTRUCTION CO., LTD.KUBOTA CORPORATION
    • B29C63/30
    • B29C63/32B29C53/78F16L55/1655
    • A method for lining a tube in which a strip is spirally coiled inside the tube and side edges of adjacent coiled portions of the strip are connected together via tenon-joint like connecting lug portions formed on the strip side edges and connecting linear pieces, which method is characterized in that a feeding roller (3), strip biassing apparatus (10) and a hammer (21) or a pressure roller (22) are individually advanced in a spiral fashion in a longitudinal direction of the tube inside thereof so that the strip (1) is fed into the tube while spirally coiled by the roller (3), the strip is biassed by the strip biassing apparatus (10) in a direction in which spiral lead is packed and the connecting linear pieces (2) fed out from a reel are driven or pressed into the connecting lug portions (1a, 1a) in the side edges of the adjacent coiled portions of the strip by the hammer (21) or the pressure roller (22), whereby the spiral coiling of the strip, abutment of the strip to the internal surface of the tube, alignment of the strip connecting lug portions in a butt-joint fashion and connection of the connecting linear pieces to the connecting lug portions can be automated.
    • 一种用于衬管管的方法,其中带材在管内螺旋卷绕并且条带的相邻卷绕部分的侧边缘通过形成在条带侧边缘和连接线形片上的榫头连接凸起部连接在一起,该方法 其特征在于,进给辊(3),条带偏压装置(10)和锤(21)或压力辊(22)在其内部的管的纵向方向上以螺旋方式单独前进,使得条 (1)在由辊(3)螺旋卷绕的同时被供给到管中,条带由带状偏压装置(10)沿着包装螺旋形的方向偏压,并且连接的线性片(2)从 通过锤子(21)或压力辊(22)将卷轴驱动或压入条带的相邻卷绕部分的侧边缘中的连接凸耳部分(1a,1a)中,由此带材的螺旋卷绕, 条带与内部的基台 管子的表面可以自动地将对接连接凸耳部分以对接的方式对准,并且将连接的线性部件连接到连接凸耳部分。
    • 3. 发明授权
    • Shield machine for use in a shield tunneling method for constructing a small diameter tunnel
    • Vortriebsschildfürein Schildvortriebsverfahren zum Bauen eines Tunnels kleinen Durchmessers。
    • EP0402576B1
    • 1995-10-11
    • EP90105163.1
    • 1990-03-19
    • KUBOTA CONSTRUCTION CO., LTD.
    • Hattori, MasatoNukushina, RiheiKamide, Akira
    • E21D11/10E21D9/06
    • E21D9/0607E04G21/0472E21D9/0635
    • A small diameter shield tunnel is constructed by using a shield machine (10) and assembling within a tail portion (12) of the machine a set of three 120 DEG arcuate segments into a segment ring. An annular seal device (23) is axially movably provided between the outer periphery of the segment ring (20) and the inner periphery of a tail skin plate (22) defining the tail portion of the machine. A back-filling material is charged into an annular gap formed between the outer peripheral surface of the segment ring and natural soil surrounding the segment ring. The back-filling material within the annular gap is compressed by the seal device which (23) is caused to move between the inner peripheral surface of the tail skin plate and the outer peripheral surface of the segment ring, in the axial direction of the tunnel, away from a face where excavation of natural soil is carried out mechanically.
    • 通过使用屏蔽机(10)并在机器的尾部(12)内组装一组三个120°弓形段的段形环来构造小直径屏蔽隧道。 环形密封装置(23)被轴向移动地设置在分段环(20)的外周边和限定机器尾部的尾皮板(22)的内周之间。 背面填充材料被填充到形成在分段环的外周表面和环形环周围的自然土壤之间的环形间隙中。 环形间隙内的填充材料被密封装置压缩,该密封装置(23)沿着隧道的轴向在尾板皮的内周表面和分段环的外周表面之间移动 远离一个机械地进行自然土壤开挖的面孔。
    • 4. 发明公开
    • Shield machine for use in a shield tunneling method for constructing a small diameter tunnel
    • Schildvortriebsverfahren und Vortriebsschilddafür。
    • EP0402576A1
    • 1990-12-19
    • EP90105163.1
    • 1990-03-19
    • KUBOTA CONSTRUCTION CO., LTD.
    • Hattori, MasatoNukushina, RiheiKamide, Akira
    • E21D11/10E21D9/06
    • E21D9/0607E04G21/0472E21D9/0635
    • A small diameter shield tunnel is constructed by using a shield machine (10) and assembling within a tail portion (12) of the machine a set of three 120° arcuate segments into a segment ring. An annular seal device (23) is axially movably provided between the outer periphery of the segment ring (20) and the inner periphery of a tail skin plate (22) defining the tail portion of the machine. A back-­filling material is charged into an annular gap formed between the outer peripheral surface of the segment ring and natural soil surrounding the segment ring. The back-filling material within the annular gap is compressed by the seal device which (23) is caused to move between the inner peripheral surface of the tail skin plate and the outer peripheral surface of the segment ring, in the axial direction of the tunnel, away from a face where excavation of natural soil is carried out mechanically.
    • 通过使用屏蔽机(10)并在机器的尾部(12)内组装一组三个120°弓形段的段形环来构造小直径屏蔽隧道。 环形密封装置(23)被轴向移动地设置在分段环(20)的外周边和限定机器尾部的尾皮板(22)的内周之间。 背面填充材料被填充到形成在分段环的外周表面和环形环周围的自然土壤之间的环形间隙中。 环形间隙内的填充材料被密封装置压缩,该密封装置(23)沿着隧道的轴向在尾板皮的内周表面和分段环的外周表面之间移动 远离一个机械地进行自然土壤开挖的面孔。
    • 10. 发明专利
    • Porous bottom water collection system
    • 多孔底部水收集系统
    • JP2005066472A
    • 2005-03-17
    • JP2003299962
    • 2003-08-25
    • Kubota Construction Co Ltd株式会社クボタ建設
    • HOSOYA MAKOTOYAMAJI TOKUICHISATO SHOGO
    • B01D24/02B01D24/46
    • PROBLEM TO BE SOLVED: To inexpensively and easily prevent the falling of gravel which is caused by the abrasion of both edge parts of a slit by the gravel when the gravel is washed.
      SOLUTION: This water collection system is arranged below a filter medium layer in a filtration tank and has a porous concrete layer, a dispersion gravel layer, a slit plate 5 supporting the gravel of the dispersion gravel layer from below by channels 5a having a V-shaped cross section and the slit 5b in each channel bottom part, and an air mixing means for mixing air into backwashing water flowing upward from below the slit plate which are arranged in order from above. In each channel bottom part of the channels 5a of the slit plate 5, a coil-shaped gravel receiving member 14 having an outside diameter larger than the width WD of the slit 5b of the channel bottom part is arranged.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:为了廉价和容易地防止在砾石被洗涤时由砂砾的两个边缘部分的磨损引起的砾石的下落。 解决方案:该采水系统布置在过滤罐中的过滤介质层下方,并具有多孔混凝土层,分散砾石层,狭缝板5,其通过通道5a从下方支撑分散砾石层的砾石, 每个通道底部的V形横截面和狭缝5b;以及空气混合装置,用于将空气混合到从上方顺序布置的从狭缝板下方向上流动的反冲洗水中。 在狭缝板5的通道5a的每个通道底部设置有具有比通道底部的狭缝5b的宽度WD大的外径的螺旋形的砾石接收构件14。 版权所有(C)2005,JPO&NCIPI