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    • 1. 发明专利
    • Method of joining shield tunnel and vertical shaft
    • 加固盾构隧道和垂直轴的方法
    • JP2010031485A
    • 2010-02-12
    • JP2008192704
    • 2008-07-25
    • Mutsubishi Rubber Co LtdTaisei Corp六菱ゴム株式会社大成建設株式会社
    • NISHIDA YASUOHATTORI YOSHIFUMIOKAYA TOSHIYUKINISHIOKA IWAOKAWASAKI NAOKIKABURAGI KOICHI
    • E21D9/06E21D1/00E21D11/00
    • PROBLEM TO BE SOLVED: To increase the earthquake resistance of the joint part between a shield tunnel and an arrival vertical shaft 1 to which stress may be concentrated in an earthquake.
      SOLUTION: A socket tube 11 for receiving a shield machine 2 is installed in the arrival vertical shaft 1, and a ring steel plate 12 is attached to the inner surface of the socket tube 11. A soil retaining wall 13 is constructed of an easily cuttable material on the earth side of the socket tube 11. A cut part having an inner diameter larger than the outer diameter of the shield machine 2 is formed in the soil retaining wall 13. The end of the skin plate 21 of the shield machine 2 is stopped in the space surrounded by the ring steel plate 12, and the end of the skin plate 21 is welded to the ring steel plate 12 with a water sealing iron plate 15 welded to the inner surface of the ring steel plate 12 interposed therebetween to enclose and to provide a water sealing function. An enclosed cushioning chamber 31 is formed of the ring steel plate 12, flange plates 16, and extension plates welded to the flange plates 16 parallel to each other, respectively, a cover plate 14 stretched from the extension plates in the orthogonal direction, and a flexible band 3 stretched between the ends of the cover plate 4.
      COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:提高应力集中在地震中的盾构隧道与到达垂直轴1之间的接合部分的抗震性。 解决方案:用于接收屏蔽机2的插座管11安装在到达垂直轴1中,并且环形钢板12附接到插座管11的内表面。土壤保持壁13由 位于插座管11的地侧的容易切割的材料。在挡土墙13中形成具有大于屏蔽机2的外径的内径的切割部。屏蔽层的皮肤板21的端部 机器2停在由环形钢板12包围的空间中,并且将外壳板21的端部用环形钢板12的内表面焊接的水封铁板15焊接到环形钢板12上 以封闭并提供水封功能。 封闭的缓冲室31分别由环形钢板12,凸缘板16和与凸缘板16彼此平行地焊接的延伸板分别形成有从正交方向从延伸板延伸的盖板14,以及 柔性带3在盖板4的端部之间拉伸。版权所有(C)2010,JPO&INPIT
    • 2. 发明专利
    • Interior panel for tunnel, and method for fitting interior panel to inner surface of tunnel lining
    • 隧道内置面板及内置面板内置隧道内衬面的方法
    • JP2010203204A
    • 2010-09-16
    • JP2009052904
    • 2009-03-06
    • Kfc LtdTaisei Corp大成建設株式会社株式会社ケー・エフ・シー
    • NISHIOKA IWAONAKANO MASAHARUOKAYA TOSHIYUKIIWATANI ICHIRO
    • E21D11/04
    • PROBLEM TO BE SOLVED: To reduce the number of components, by which transfer thereof to a construction site and the construction work are facilitated, to enable convenient handling, giving less opportunities of forgetting the transfer or of the loss etc., and to enable easy, inexpensive and speedy construction as the structure is simple, in an interior panel for a tunnel like a fireproof plate etc. laid on the inner surface of existing tunnel lining or of tunnel lining under construction, and in a method for fitting the interior panel to the inner surface of the tunnel lining using the panel.
      SOLUTION: The interior panels for the tunnel are laid on the inner surface 4a of the tunnel lining 4 in a manner that they are aligned in a vertical direction leaving a predetermined space from the inner surface of the lining using a space holding metal piece 3. A locking metal piece 2 is integrally arranged on the lower side of the rear face of a panel body 10 of the interior panel 1, and the space holding metal piece 3 having an upward erecting element 3b engageable with the locking metal piece 2 is integrally arranged on an upper side of the rear face of the panel body 10.
      COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:为了减少组件的数量,将其转移到施工现场和施工工作方便,能够方便处理,减少遗忘转移或损失的机会等,以及 为了实现结构简单,在现有的隧道衬里的内表面或正在施工的隧道衬里的诸如防火板等的隧道的内部面板中,以及用于安装 使用面板的内部面板到隧道衬里的内表面。 解决方案:用于隧道的内部面板铺设在隧道衬里4的内表面4a上,使得它们在垂直方向上对准,从而使用空间保持金属从衬里的内表面留出预定的空间 在内板1的面板主体10的后表面的下侧上一体地配置有锁定金属片2,并且具有可与锁定金属片2接合的向上的竖立元件3b的空间保持金属片3 整体地布置在面板主体10的后表面的上侧上。版权所有(C)2010,JPO&INPIT
    • 4. 发明专利
    • Structure and method for mounting fireproof panel on segment for tunnel lining
    • 用于安装隧道内衬防火板的结构和方法
    • JP2008038344A
    • 2008-02-21
    • JP2006209955
    • 2006-08-01
    • A & A Material CorpKfc LtdTaisei Corp大成建設株式会社株式会社エーアンドエーマテリアル株式会社ケー・エフ・シー
    • NISHIOKA IWAONAKANO MASAHARUKYOYA YOSHIMASAOKAYA TOSHIYUKIMARUYAMA SATOSHIIWATANI ICHIRO
    • E21D11/04E21D11/38
    • PROBLEM TO BE SOLVED: To easily mount a fireproof panel on the inner peripheral surface of a segment for tunnel lining, in which a steel frame is provided on the side of an inner peripheral surface, such as a steel segment, without narrowing an in-service space.
      SOLUTION: In this structure for mounting the fireproof panel on the segment for the tunnel lining, the fireproof panel 2 is mounted on the inner peripheral surface of the segment 1 for the tunnel lining, in which the steel frame is provided on the side of the inner peripheral surface. The structure comprises: the fireproof panel 2 which is arranged on the steel frame on the side of the inner peripheral surface of the segment 1 laid in a tunnel T, and in which a stud bolt inserting hole 4 is preformed in a prescribed position; a stud bolt 3 which is inserted into the hole 4 of the fireproof panel and implanted in the steel frame on the side of the inner peripheral surface of the segment; and a nut 5 which is screwed into the stud bolt 3, so as to fix the fireproof panel onto the steel frame on the side of the inner peripheral surface of the segment 1.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:为了容易地将防火面板安装在用于隧道衬里的内周面上,其中钢框架设置在诸如钢段的内周面的一侧,而不会变窄 一个在职的空间。

      解决方案:在将防火板安装在隧道衬砌段上的结构中,防火板2安装在隧道衬砌的段1的内周面上,其中钢框架设置在 侧面。 该结构包括:布置在钢框架上的防火板2,其布置在通道T中的段1的内周表面侧,并且其中双螺栓插入孔4在预定位置预成型; 插入耐火面板的孔4中并且在该框架的内周面的一侧的钢框架中植入的双头螺栓3; 以及螺母5,螺母5拧入双头螺栓3中,以将防火板固定在钢框架上在钢板1的内周面的一侧。(C)2008,JPO&INPIT

    • 5. 发明专利
    • Screw fastening mechanism
    • 螺丝紧固机构
    • JP2010031919A
    • 2010-02-12
    • JP2008192711
    • 2008-07-25
    • Taisei CorpYunitaito Kkユニタイト株式会社大成建設株式会社
    • ISHIMARU TOMOMIOKAYA TOSHIYUKIYOSHIDA ATSUSHIINOUE TOMIHISAMIYATA KATSUJI
    • F16B23/00E21D11/04F16B7/18
    • PROBLEM TO BE SOLVED: To provide a screw fastening mechanism capable of generating a predetermined pull force in the axial direction without using a rod-like member for fastening such as a bolt having a diameter greater than necessary, without a great torsional force. SOLUTION: The screw fastening mechanism comprises a through-hole 1h formed in a fastening object 1 in a fastening direction so as to fasten the fastening object 1 to an object 2 to be fastened, a coupler 9 having a female screw (first screw) formed in a position corresponding to the through-hole 1h of the object 2, a fastening rod-like member 3 passing through the through-hole 1h, having a male screw (second screw) screwed to the female screw at the end portion and a screw part (third screw) composed of the male screw at the base end portion, a nut 4 screwed to the screw part of the base end portion of the rod-like member 3. The screw fastening mechanism, which is adjacent to the base end portion of the screw part of the base end portion of the rod-like member 3, comprises a reaction receiving part. COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:提供一种能够在轴向上产生预定拉力的螺钉紧固机构,而不使用用于紧固的杆状构件,例如具有大于所需直径的螺栓,而没有大的扭转力 。 解决方案:螺钉紧固机构包括在紧固方向上形成在紧固对象1中的通孔1h,以将紧固对象1紧固到要紧固的物体2,具有内螺纹的联接器9(第一 螺钉)形成在与物体2的通孔1h相对应的位置,穿过通孔1h的紧固杆状构件3具有在端部处螺纹连接到内螺纹的外螺纹(第二螺钉) 以及在基端部由外螺纹构成的螺纹部(第三螺钉),螺钉4,螺母4与杆状部件3的基端部的螺纹部螺合。螺钉紧固机构 棒状构件3的基端部的螺纹部的基端部包括反应接收部。 版权所有(C)2010,JPO&INPIT
    • 6. 发明专利
    • STAIRS DEVICE FOR TUNNEL
    • JP2000291397A
    • 2000-10-17
    • JP9537199
    • 1999-04-01
    • TAISEI CORP
    • NAGASHIMA YASUSHIOKAI FUMIKAZUOKAYA TOSHIYUKI
    • E21D11/40
    • PROBLEM TO BE SOLVED: To enable a stairs device to stably self-stand without being locked on a rail sleeper, and easily move according to an advance of a shield boring machine by forming a leg part of stairs for a tunnel in an arc shape by extending in the horizontal direction, and forming a vertical directional tip part in a sled shape. SOLUTION: Stairs 1 for a tunnel used in a shield tunnel 4 at work are composed of plural steps 2 and a support frame body 3 for supporting these steps to be used by being placed on a main girder 43 of the shield tunnel 4. A horizontal directional member of a leg part 31 of the support frame body 3 is extended by the required length to the left and right of the support frame body 3 for preventing overturning to be formed in an arc shape according to a shape of a segment invert bottom part 41, and a vertical directional member of the leg part 31 is formed in a sled shape in a tip part. Thus, the stairs 1 for a tunnel can be stably used without being locked on a sleeper of a tunnel laying surface 42, and can be easily moved in the working face direction by sliding on the segment invert bottom part 41 according to an advance of a shield boring machine.