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1. 发明专利

JP2005155057A Pipe-jacking apparatus 有权
标题翻译：管接头装置
公开(公告)号：JP2005155057A
公开(公告)日：2005-06-16
申请号：JP2003391824
申请日：2003-11-21
申请人： Kajima Corp , Komatsu Im Engineering Kk , Komatsu Ltd , Tekken Constr Co Ltd , コマツアイエムエンジニアリング株式会社 , 株式会社小松製作所 , 鉄建建設株式会社 , 鹿島建設株式会社
发明人： KATO MAKOTO , HAYASHI NOBORU , TSURUTA KOICHI , YOSHIKAWA TADASHI , KAMIO MASAHIRO , NAGAOKA TAKASHI , KASUYA TARO , SAITO MASAHARU , TAKAMURA KEIICHI , TAKEUCHI TAKU , SAITO HIROSHI , HAGIWARA HIDEO , MURAKAMI YOSHIHIKO , SHIMIZU NOBUAKI , ICHIMURA YASUO , YAMAMOTO YOSHIHISA , BANDO EIGO , KASUYA TETSUYUKI , KODAIRA SADATADA
IPC分类号： E21D9/06 , F16L1/024
摘要： PROBLEM TO BE SOLVED: To provide a pipe-jacking apparatus which can push a buried pipe in a stable state in a pipe-jacking direction, even if curved pipe-jacking is performed by a high thrust. SOLUTION: This pipe-jacking apparatus, which is equipped with a pushing board 2 abutting on a rear surface 1a of the buried pipe 1 and a jack 3 for pushing the pushing board 2, pushes the buried pipe 1 by the pushing board 2 so as to lay the buried pipe 1. The pipe-jacking apparatus is provided with a joint mechanism S which is composed of a trunnion shaft 34 and a retaining member 21 for retaining the trunnion shaft 34. When the pushing board 2 is pushed so that the buried pipe 1 can be jacked, the pipe-jacking apparatus follows a change in relative positions of the pushing board 2 and the jack 3. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：即使通过高推力执行弯曲的管道顶管，也可以提供一种能够在管顶方向上以稳定的状态推入埋管的管顶装置。解决方案：该顶管装置配备有抵靠在埋管1的后表面1a上的推板2和用于推动推板2的千斤顶3，通过推板推动埋管1 该管顶装置设置有由耳轴34和用于保持耳轴34的保持构件21构成的接合机构S.当按压板2被推动时，埋管1可以被夹紧，管顶装置跟随推板2和千斤顶3的相对位置的变化。版权所有（C）2005，JPO＆NCIPI

2. 发明专利

JP2005036435A Structure of tunnel, and construction method for tunnel 审中-公开
标题翻译：隧道结构及隧道施工方法
公开(公告)号：JP2005036435A
公开(公告)日：2005-02-10
申请号：JP2003198218
申请日：2003-07-17
申请人： Kajima Corp , Komatsu Im Engineering Kk , Komatsu Ltd , Tekken Constr Co Ltd , コマツアイエムエンジニアリング株式会社 , 株式会社小松製作所 , 鉄建建設株式会社 , 鹿島建設株式会社
发明人： NAGAOKA TAKASHI , KASUYA TARO , SAITO MASAHARU , TAKAMURA KEIICHI , HAYAKAWA YASUYUKI , YOSHIKAWA TADASHI , KATO MAKOTO , KODAIRA SADATADA , YAMAMOTO YOSHIHISA , TAKEUCHI TAKU
IPC分类号： E21D9/04 , E21D13/02
摘要： PROBLEM TO BE SOLVED: To provide a structure of a tunnel, and a construction method for the tunnel, which are suitable, for example, for construction of a ramp section of a road tunnel with a large cross section at a great depth, which dispense with soil improvement and various reinforcing construction methods to the utmost, which enable safe, rational and efficient construction, which enable a reduction in construction period and construction cost, which can be applied to either of a shield tunnel and a mountain tunnel, and which enable a road etc. to be rationally joined into one, branched or made wider. SOLUTION: A plurality of bent pipe-shaped buried pipes 17-19 are arranged in such a manner as to cross the longitudinal direction of the tunnel 1. Lining walls 23-25 are formed along the buried pipes 17-19. Both ends of the buried pipes 17-19 and both ends of the lining walls 23-25 are supported by both side sections of the tunnel 1. The tunnel 1 is provided in such a manner as to be capable of communicating with a main line tunnel 3 whereon a main line structure 6 is laid, and a branch line tunnel 4 whereon a branch line structure 8 is laid. The structure 6 and a separation/joining area 35, which can be separated from the structure 6 into the structure 8 or which can be joined to the structure 6 from the structure 8, are provided in the tunnel 1. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供隧道的结构和隧道的施工方法，其适合于例如在大深度处构造具有大横截面的道路隧道的坡道部分最大限度地省去了土壤改良和各种加固施工方式，使施工安全，合理，高效，可以减少施工期和施工成本，适用于盾构隧道和山隧道，使道路等合理加入到一个，分支或更广泛。解决方案：多个弯管管状埋管17-19以与隧道1的纵向相交的方式布置。衬里壁23-25沿着埋管17-19形成。埋管17-19的两端和衬壁23-25的两端由隧道1的两侧部分支撑。隧道1设置成能够与主线隧道在图3中，布置了主线结构6，并且布置了分支线结构8的分支线隧道4。隧道1中设置有结构6和分离/接合区域35，其可以从结构6分离成结构8或者可以从结构8与结构6相连接。版权所有： C）2005，JPO＆NCIPI

3. 发明专利

JP2005030147A Underground structure and its construction method 有权
标题翻译：地下结构及其施工方法
公开(公告)号：JP2005030147A
公开(公告)日：2005-02-03
申请号：JP2003272951
申请日：2003-07-10
申请人： Kajima Corp , Komatsu Im Engineering Kk , Komatsu Ltd , Tekken Constr Co Ltd , コマツアイエムエンジニアリング株式会社 , 株式会社小松製作所 , 鉄建建設株式会社 , 鹿島建設株式会社
发明人： SASAKI YUKINOBU , HAYAKAWA YASUYUKI , HAYASHI NOBORU , YOSHIKAWA TADASHI , NAGAOKA TAKASHI , KASUYA TARO , SAITO MASAHARU , TAKAMURA KEIICHI , KODAIRA SADATADA , YAMAMOTO YOSHIHISA , TAKEUCHI TAKU , SAITO HIROSHI
IPC分类号： E02D29/045 , E21D9/06 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide an underground structure, and its construction method, for arranging a jacking pipe in an arch shape in the ground as design, and effectively utilizing the inside of the jacking pipe as a work space.
SOLUTION: An earth retaining work 2 in the shape of projecting upward in an arch shape, and an earth retaining work 3 in the shape of projecting downward in an arch shape, are respectively constructed between shield holes 1 and 1. Both the earth retaining work 2 and the earth retaining work 3 are formed in an inner diameter for allowing a person to enter; and are constructed by arranging the jacking pipe 6 formed in a circular arc shape of specific curvature in the vertical direction or the oblique direction, in a plurality of rows, by push-advancing in the ground, while mutually connecting a plurality. The jacking pipe 6 uses a steel pipe formed in a circular arc shape having a diameter of 800 mm or more, and having specific curvature, so that work can be performed by allowing a worker to enter.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种地下结构及其施工方法，用于在设计中将拱顶形成的拱顶形状布置在地面上，并且有效地利用顶起管道的内部作为工作空间。解决方案：分别在屏蔽孔1和1之间分别构造呈弧形向上突出形状的接地保持件2和呈拱形的向下突出形状的接地保持件3。接地保持件2和接地保持件3形成为允许人进入的内径; 并且通过在多个列中相互连接的同时通过在地面中推进而将形成为具有特定曲率的圆弧形状的顶起管6在垂直方向或倾斜方向上排列而构成。上升管6使用直径为800mm以上的具有特定曲率的圆弧状的钢管，能够通过使工人进入而进行加工。版权所有（C）2005，JPO＆NCIPI

4. 发明专利

JP2005155056A Excavation and pipe-jacking apparatus 有权
标题翻译：挖掘和管道包装设备
公开(公告)号：JP2005155056A
公开(公告)日：2005-06-16
申请号：JP2003391823
申请日：2003-11-21
申请人： Kajima Corp , Komatsu Im Engineering Kk , Komatsu Ltd , Tekken Constr Co Ltd , コマツアイエムエンジニアリング株式会社 , 株式会社小松製作所 , 鉄建建設株式会社 , 鹿島建設株式会社
发明人： KATO MAKOTO , HAYASHI NOBORU , TSURUTA KOICHI , YOSHIKAWA TADASHI , KAMIO MASAHIRO , NAGAOKA TAKASHI , KASUYA TARO , SAITO MASAHARU , TAKAMURA KEIICHI , TAKEUCHI TAKU , SAITO HIROSHI , HAGIWARA HIDEO , MURAKAMI YOSHIHIKO , SHIMIZU NOBUAKI , BANDO EIGO , YAMAMOTO YOSHIHISA , KASUYA TETSUYUKI , KODAIRA SADATADA
IPC分类号： E21D9/093
摘要： PROBLEM TO BE SOLVED: To provide an excavation and pipe-jacking apparatus which can optimize the amount of in-side overexcavation and the amount of out-side overexcavation in curved work-execution, which can adapt to a small diameter, and which can reduce costs. SOLUTION: This excavation and pipe-jacking apparatus is used for laying a buried pipe 1 in ground. The excavation and pipe-jacking apparatus is equipped with a leading pipe body 3 wherein a motor 13 for driving a cutter and the like are internally mounted, a cutter head 4 which is annexed in such a manner that a rotating axis O2 almost corresponds to the axis O of the leading pipe body 3, and an outer cylinder 2 which is connected to the leading end of the buried pipe 1. An outside diameter of the leading pipe body 3 is set smaller than that of the buried pipe 1, and an outside diameter of the outer cylinder 2 is set almost equal to that of the buried pipe 1. The leading body 3 is stored in the state of being eccentric with respect to the outer cylinder 2, so that the cutter head 4 can be protruded from the leading end of the outside cylinder 1. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够优化弯曲作业执行中的侧面过度开采量和外侧过度量的挖掘和顶顶装置，其能够适应小直径，以及这可以降低成本。
解决方案：该挖掘和顶管装置用于将埋管1铺设在地面上。挖掘和顶管装置配备有引导管体3，其中用于驱动切割器等的马达13内部安装，刀头4以与旋转轴线O2几乎对应的方式附接引导管体3的轴线O以及与埋管1的前端连接的外筒2.导管主体3的外径设定为小于埋管1的外径，外侧外筒2的直径设定为与埋管1大致相同。前导体3以相对于外筒2偏心的状态进行存储，从而能够使刀头4从前端（C）2005，JPO＆NCIPI

5. 发明专利

JP2005030148A Shell structure of underground structure 有权
标题翻译：地下结构壳体结构
公开(公告)号：JP2005030148A
公开(公告)日：2005-02-03
申请号：JP2003272952
申请日：2003-07-10
申请人： Kajima Corp , Komatsu Im Engineering Kk , Komatsu Ltd , Tekken Constr Co Ltd , コマツアイエムエンジニアリング株式会社 , 株式会社小松製作所 , 鉄建建設株式会社 , 鹿島建設株式会社
发明人： YOSHIKAWA TADASHI , NISHIJIMA TORU , TAKIMOTO KUNIHIKO , HAYASHI NOBORU , SASAKI YUKINOBU , NAGAOKA TAKASHI , KASUYA TARO , KODAIRA SADATADA , YAMAMOTO YOSHIHISA , TAKEUCHI TAKU , SAITO HIROSHI
IPC分类号： E21D9/04 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a shell structure of an underground structure, by leaving pipe-jacking pipes installed in the underground by a jacking method in the ground after they are utilized as a temporary material for soil retaining work and utilizing them as the structural body of the structure.
SOLUTION: A main tunnel 1 as the underground structure is formed in a generally elliptic shape in cross section. The shell 2 of the main tunnel is formed of a primary structure 3 and a secondary structure 4 constructed inside the primary structure 3 which are formed integrally with each other. The primary structure 3 is constructed in the elliptic shape while the plurality of pipe-jacking pipes 5 are rigidly connected to each other in the circumferential direction of the main tunnel 1 so as to be installed at specified intervals in the axial direction of the main tunnel 1 in multiple rows. The secondary structure 4 is constructed by an SRC structure in which wide-flange shape-steels 4a are used as steel frame materials.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供地下结构的外壳结构，将它们作为土壤保留工作的临时材料并利用它们之后，将顶管安装在地下的顶管插入地下作为结构体的结构体。解决方案：作为地下结构的主隧道1的横截面形成为大致椭圆形。主隧道的外壳2由一体结构3和二次结构4形成，该主结构3和二级结构4构造在一体结构3的内部，它们彼此一体地形成。主结构体3构造成椭圆形，同时多个顶管5在主隧道1的圆周方向上彼此刚性地连接，从而沿主隧道的轴向以规定的间隔安装 1行多行。二次结构4由SRC结构构成，其中宽法兰形状的钢4a用作钢框架材料。版权所有（C）2005，JPO＆NCIPI

6. 发明专利

JP2003013695A Pipeline for underground burial 有权
标题翻译：管道用于地下隧道
公开(公告)号：JP2003013695A
公开(公告)日：2003-01-15
申请号：JP2001201872
申请日：2001-07-03
申请人： Chizaki Kogyo Co Ltd , Fujita Corp , Komatsu Ltd , Konoike Constr Ltd , Mitsui Constr Co Ltd , Nippon Kokan Light Steel Kk , Nishimatsu Constr Co Ltd , Takenaka Doboku Co Ltd , Tekken Constr Co Ltd , Toda Constr Co Ltd , Zenitaka Corp , 三井建設株式会社 , 戸田建設株式会社 , 日本鋼管ライトスチール株式会社 , 株式会社フジタ , 株式会社地崎工業 , 株式会社小松製作所 , 株式会社竹中土木 , 株式会社銭高組 , 株式会社鴻池組 , 西松建設株式会社 , 鉄建建設株式会社
发明人： ISHIKURA YOICHI , NISHIMURA AKIO , IWAKIRI MICHIYUKI , SAITO MASARU , NAKASUJI TOMOYUKI , YOSHINO SHIGEO , TAKECHI OSAMU , TAGAKI TAKASHI , KASUYA TARO , OBATA TSUNEO , YASUMOTO MASATAKE , ASAI YASUHIKO , WATANABE TORU , SUDO OSAMU , FUJIMOTO NAOAKI , HONDA MASATO , TAMURA NAOAKI
IPC分类号： E21D11/00 , F16L1/024 , F16L9/16 , F16L9/22
CPC分类号： Y02E10/22
摘要： PROBLEM TO BE SOLVED: To provide a pipeline for underground installation being applied to a tunnel that is subjected to inner and outer water pressure used in service water, sewage and the like.
SOLUTION: The pipeline 1 for underground installation comprises a segment ring 2, a steel pipe 3 being arranged at the inside, and a filler 4 having blow behavior being filled into the gap between the segment ring 2 and the steel pipe 3. Since the steel pipe 3 is in still state and is not supported by the segment 2, external water pressure load is not transferred to the steel pipe 3 due to the load of the segment 2. Inner water pressure load is not transferred to the segment 2 due to the load of the steel pipe 3, thus preventing the buckling and deformation of the steel pipe 3.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供一种用于地下安装的管道，其被施加到在使用水，污水等中使用的内外水压的隧道。解决方案：用于地下安装的管道1包括段环2，内侧布置的钢管3和填充物4，其具有吹塑行为，填充在段环2和钢管3之间的间隙中。由于钢管3处于静止状态，不由段2支撑，由于段2的负载，外部水压负荷不会传递到钢管3。由于内部水压负荷不会传递到段2 钢管3的负载，从而防止钢管3的翘曲变形。

7. 发明专利

JP2005213743A Pipe insertion control device and pipe insertion control method 审中-公开
标题翻译：管道插入控制装置和管道插入控制方法
公开(公告)号：JP2005213743A
公开(公告)日：2005-08-11
申请号：JP2004018218
申请日：2004-01-27
申请人： Ntt Infranet Co Ltd , Tekken Constr Co Ltd , エヌ・ティ・ティ・インフラネット株式会社 , 鉄建建設株式会社
发明人： FUJIHASHI KAZUHIKO , FUJIKAWA TOMIO , GOTO TETSUO , NAGAOKA TAKASHI , KASUYA TARO , ITO YASUHIRO
IPC分类号： E21D9/04 , E21D9/00 , E21D9/093
摘要： PROBLEM TO BE SOLVED: To correctly control the insertion of a pipe into the ground, and more particularly to correctly control the insertion of a curved pipe into the ground at the time of constructing a tunnel. SOLUTION: There are provided a pipe insertion control device and a pipe insertion control method for use in inserting the pipe into the ground. The pipe insertion control device is formed of an excavating device 3 arranged on the front end of the pipe, a folding angle measuring device 2 arranged at least in the vicinity of the front end of the pipe, and a measuring and control device 4 for measuring the curvature of the pipe based on the folding angle measuring device, and controlling the excavating device 3. The pipe insertion control device controls the location of the insertion of the pipe when the pipe is inserted into the ground. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了正确地控制管道插入地面，特别是在构造隧道时正确地控制弯曲管道插入地面中。解决方案：提供了一种用于将管插入地面的管插入控制装置和管插入控制方法。管插入控制装置由配置在管前端的挖掘装置3构成，至少配置在管前端附近的折角测定装置2以及测量与控制装置4 基于折叠角度测量装置的管道的曲率，并且控制挖掘装置3.管道插入控制装置在管道插入地面时控制管道插入的位置。版权所有（C）2005，JPO＆NCIPI

8. 发明专利

JP2005139820A Pipe laying construction method and gyroscope 审中-公开
标题翻译：管道结构方法和陀螺仪
公开(公告)号：JP2005139820A
公开(公告)日：2005-06-02
申请号：JP2003379571
申请日：2003-11-10
申请人： Chem Grouting Co Ltd , Tekken Constr Co Ltd , ケミカルグラウト株式会社 , 鉄建建設株式会社
发明人： NAGAOKA TAKASHI , KASUYA TARO , SAITO MASAHARU , TAKAMURA KEIICHI , YOKOO MITSURU , KUMEGAWA MASANORI , SHIBAZAKI MITSUHIRO , YOSHIDA HIROSHI
IPC分类号： E21D9/093 , E21D9/06 , E21D9/10 , G01C15/00 , G01C19/00
摘要： PROBLEM TO BE SOLVED: To provide a pipe laying construction method capable of accurately measuring a position of a large diameter pipe by using a gyroscope having a relatively small diameter. SOLUTION: A passage for passing the gyroscope 4 having a relatively thin diameter, is fixed to an inner wall surface of a pipe 1 having a relatively large diameter. The gyroscope 4 is moved up to the port side along the passage. Position coordinates (xj and yj) of the gyroscope 4 are measured; an inclination α of the passage to a perpendicular in a surface orthogonal to the axis of the pipe 1 having a relatively large diameter is measured; and coordinates (xc and yc) of the axis in the pipe 1 having a relatively large diameter are arithmetically operated. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够通过使用具有相对较小直径的陀螺仪来精确地测量大直径管道的位置的管道铺设施工方法。解决方案：将具有较小直径的陀螺仪4通过的通道固定在具有较大直径的管1的内壁表面上。陀螺仪4沿着通道向上移动到端口侧。测量陀螺仪4的位置坐标（xj和yj）测量与具有相对较大直径的管1的轴线正交的表面中的垂直线的通道的倾角α; 并且具有较大直径的管1中的轴的坐标（xc和yc）被算术运算。版权所有（C）2005，JPO＆NCIPI

9. 发明专利

JP2005127093A Curvilinear excavator 有权
标题翻译： CURVILINEAR挖掘机
公开(公告)号：JP2005127093A
公开(公告)日：2005-05-19
申请号：JP2003366293
申请日：2003-10-27
申请人： Rasa Ind Ltd , Tekken Constr Co Ltd , ラサ工業株式会社 , 鉄建建設株式会社
发明人： KASUYA TARO , SAKATA MASUROKU , GOTO SHUICHI
IPC分类号： E21D9/093 , E21D9/08
摘要： PROBLEM TO BE SOLVED: To provide a curvilinear excavator which is so versatile as to be available for embedding curved pipes of different curvatures. SOLUTION: The curvilinear excavator is formed of a head portion 1 arranged on a distal end of a leading curved pipe A, for excavating the natural ground, and a main body 2 extending along an inner peripheral surface A1 of the leading curved pipe A axially curved at a predetermined curvature, and held by the inner peripheral surface A1. The main body 2 is formed of a plurality of outer shells 3 which are each formed like a straight pipe so as to constitute an outer peripheral surface of the main body 2, and curvature adjusting members 4 which are each detachably attached to an axial edge of the outer shell 3, and connects the outer shells 3 together so as to extend along the inner peripheral surface A1 which is curved at the predetermined curvature. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种曲线式挖掘机，其具有通用性，可用于嵌入不同曲率的弯管。解决方案：曲线式挖掘机由设置在前导弯管A的前端的头部1形成，用于挖掘自然地面;以及主体2，其沿前导弯管的内周面A1延伸以预定曲率轴向弯曲并由内周面A1保持。主体2由多个外壳3形成，多个外壳3形成为直管，以构成主体2的外周面，曲率调节构件4分别可拆卸地安装在主体2的轴向边缘外壳3，并且将外壳3连接在一起，以便沿着以预定曲率弯曲的内周面A1延伸。版权所有（C）2005，JPO＆NCIPI

10. 发明专利

JP2005282196A Water cut-off device 审中-公开
标题翻译：水切割装置
公开(公告)号：JP2005282196A
公开(公告)日：2005-10-13
申请号：JP2004098873
申请日：2004-03-30
申请人： Tekken Constr Co Ltd , 鉄建建設株式会社
发明人： KASUYA TARO , CHIJIIWA MITSUO
IPC分类号： E21D9/04 , E21D9/06 , E21D11/00
摘要： PROBLEM TO BE SOLVED: To provide a water cut-off device suitable for cutting off water of a jacking pipe sent out in the ground in a ground improvement and tunnel construction, preventing water leakage of a seal part while allowing jacking and rocking of the jacking pipe, dispensing with its replenishment and a replenishing facility by preventing separation and consumption of a filled sealant, surely providing the stable seal effect by preventing reduction in the seal function, and providing the rational seal effect by adjusting the connecting number of water cut-off units in response to pressure acting on the seal part.
SOLUTION: This water cut-off device is provided with an outside seal cylinder 13, an inside seal cylinder 4 relatively movably arranged in the shaft direction on its inside, a first seal member 16 arranged in a longitudinal position of an inner surface of the outside seal cylinder 13 and slidably arranging its tip part on an outside surface of the inside seal cylinder 4, and a second seal member 17 filled between a peripheral surface of the inside-outside seal cylinders 13 and 4 and the first seal member 16. The second seal member 17 is composed of a gelatinous member having predetermined elasticity and plasticity.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种适用于在地面改造和隧道施工中排出的顶起管道的水分切断装置，防止密封部件漏水，同时允许顶升和摇摆的顶管，通过防止填充的密封剂的分离和消耗而分配补给和补充设备，通过防止密封功能的降低确保提供稳定的密封效果，并通过调节连接数量提供合理的密封效果截止单元响应于作用在密封部分上的压力。解决方案：该防水装置设置有外密封筒13，内密封筒4，其内侧在轴向上相对可移动地布置;第一密封构件16，其布置在内表面的纵向位置的外侧密封筒13的外周面和第一密封部件16之间填充的第二密封部件17，第二密封构件17由具有预定弹性和可塑性的凝胶状构件构成。版权所有（C）2006，JPO＆NCIPI

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