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21. 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

22. 发明专利

JP2004075746A Two-part liquid filler for underground junction 有权
公开(公告)号：JP2004075746A
公开(公告)日：2004-03-11
申请号：JP2002234860
申请日：2002-08-12
申请人： Kajima Corp , Sumitomo Osaka Cement Co Ltd , 住友大阪セメント株式会社 , 鹿島建設株式会社
发明人： UNO TAKASHI , AOYAMA KANAME , MANABE SATOSHI , IGARASHI HIROMASA , NAGAMORI KUNIHIRO , FUKUDA MASAHIRO , KAMIO MASAHIRO
IPC分类号： E21D9/06 , C04B12/04 , C04B28/26 , C04B111/70 , C09K8/02 , C09K17/02 , C09K17/08 , C09K17/10 , C09K17/12 , C09K17/18 , C09K17/20 , C09K17/32 , C09K103/00 , C09K7/00
CPC分类号： Y02W30/92
摘要： PROBLEM TO BE SOLVED: To provide a two-part liquid filler for underground junction having a strength required in underground junction, a water stop performance equal to that of a cement grout material, and a greatly improved handleability in work. SOLUTION: The two-part liquid filler is injected into and fills a cavity from the inner side of the skin plate of one of shield excavators at the penetration side and acceptance side to the junction site of each of the shield excavators, thus sealing between the outer sides of the junction part. The filler is composed of liquid A mainly comprising a binder and liquid B mainly comprising a hardening accelerator. COPYRIGHT: (C)2004,JPO

23. 发明专利

JP2017115435A トンネル掘進方法及びシールド掘進機审中-公开
公开(公告)号：JP2017115435A
公开(公告)日：2017-06-29
申请号：JP2015252070
申请日：2015-12-24
申请人：鹿島建設株式会社 , Kajima Corp , 株式会社ダイム , Daimu:Kk
发明人： TSUBOUCHI NORIKAZU , MASUMOTO KAZUHIKO , KAMIO MASAHIRO , SANO IKI , HIRONO ATSUSHI , KOJIMA MASAKAZU
IPC分类号： E21D11/00
摘要：【課題】シールド掘進機に近接した空隙を検出すると共に、検出された空隙による不具合の発生を防止することが可能なトンネル掘進方法を提供すること。【解決手段】シールド掘進機1によりトンネル100Bを掘進する際に、シールド掘進機1のスキンプレート2の内側に設けられた送信部15から、スキンプレート2の外側の地盤104に対して検出波を送信する。スキンプレート2の外側の空隙103と地盤104との境界106で反射した反射波を、スキンプレートの内側に設けられた受信部15で受信する。受信した反射波に基づいて、空隙103を検出する。【選択図】図3

24. 发明专利

JP2013256843A Sediment sampling device and sediment sampling method 有权
标题翻译： SEDIMENT采样器和采样方法
公开(公告)号：JP2013256843A
公开(公告)日：2013-12-26
申请号：JP2012134910
申请日：2012-06-14
申请人： Kajima Corp , 鹿島建設株式会社 , Toa Tone Boring:Kk , 株式会社東亜利根ボーリング , Asahi Boring Corp , 旭ボーリング株式会社
发明人： TAKIMOTO KUNIHIKO , OSHIMA HIROSHI , KUSHIDA SHINJI , YOSHIZAKO KAZUO , KAWABATA JUNICHI , NAGATSU KOUTAROU , KAMIO MASAHIRO , IWAKUBO MASATO , IUCHI KATSUNORI , NAKAZAWA KOSUKE , KIKUCHI NORIAKI
IPC分类号： E21D9/06 , G01N1/08
摘要： PROBLEM TO BE SOLVED: To grasp the properties of the natural ground in front of a shield machine.SOLUTION: First and second through-holes 14, 15 are formed in a cutter face plate 4 and a shield partition wall 5 of a shield machine 1, respectively. A sediment sampling device 20 includes a mouth device 30, a horizontal boring device 50 for making a boring pipe 40 rotate and advance, an air swivel 60, and a sediment recovery system 70. The boring pipe 40 is a double-pipe and has a first flow path (a space between an outer pipe and an inner pipe) and a second flow path (a space in the inner pipe). The boring pipe 40 is inserted through the mouth device 30 and the first and second through-holes 14, 15 and the tip part of the boring pipe 40 is made to protrude from the cutter face plate 4 into the natural ground in front of it, while the rotation of the cutter face plate 4 is stopped. In this state, a liquid is supplied into the first flow path and the liquid is discharged from the tip part of the boring pipe 40. Thereby, excavated sediment in the vicinity of the tip part of the boring pipe 40 is allowed to flow to the second flow path and is recovered by a sediment recovery system 70.
摘要翻译：要解决的问题：掌握屏蔽机前面的自然地面的性质。解决方案：第一和第二通孔14,15形成在屏蔽机1的切割面板4和屏蔽分隔壁5中，分别。沉淀物取样装置20包括口装置30，用于使镗管40旋转并前进的水平镗孔装置50，空气回转件60和沉淀物回收系统70.镗管40是双管，并且具有第一流路（外管和内管之间的空间）和第二流路（内管的空间）。钻孔40通过口装置30插入，第一和第二通孔14,15和镗管40的顶端部分从刀面板4突出到其前面的自然地面中，同时切割面板4的旋转停止。在这种状态下，向第一流路供给液体，从镗孔40的前端排出液体。由此，允许在镗孔40的顶端部附近的挖掘的沉积物流向第二流路并由沉淀物回收系统70回收。

25. 发明专利

JP2013256842A Boring condition setting method and control method of shield machine 有权
标题翻译：镗孔条件设定方法及其控制方法
公开(公告)号：JP2013256842A
公开(公告)日：2013-12-26
申请号：JP2012134864
申请日：2012-06-14
申请人： Kajima Corp , 鹿島建設株式会社
发明人： TAKIMOTO KUNIHIKO , OSHIMA HIROSHI , YOSHIZAKO KAZUO , SAKANE HIDEYUKI , KAMIO MASAHIRO , KUMABE TAKEHIKO , IGARASHI HIROMASA , SATO TATSURO
IPC分类号： E21D9/06 , E21D9/13 , G01N1/08
摘要： PROBLEM TO BE SOLVED: To improve construction efficiency by concretely recognizing characteristics of the natural ground in front of a shield machine and reflecting them to construction conditions of a tunnel construction.SOLUTION: When setting boring conditions of a shield machine, boring by the shield machine is stopped in step S1. Sampling of sediment of the natural ground in front of the shield machine is performed by using a sediment sampling device in step S2. Properties (particle size distribution characteristics or water permeable characteristics) of the sampled sediment and a division thereof are determined in step S3. Setting of the boring conditions of the shield machine is performed on the basis of the properties and the division of the sediment determined in step S4 in step S4. Concretely, kind, property, and injection ratio of a mud-added material injected into a cutter chamber when boring by the shield machine, an earth pressure in the cutter chamber when boring by the shield machine, and a boring advancing speed of the shield machine are set as the boring conditions.
摘要翻译：要解决的问题：通过具体识别盾构机前面的自然地面的特性，并将其反映到隧道施工的施工条件，提高施工效率。解决方案：设置屏蔽机的镗孔条件时，屏蔽机镗孔在步骤S1中停止。通过在步骤S2中使用沉淀物取样装置对屏蔽机前面的天然地面的沉积物进行采样。在步骤S3中确定取样沉淀物的性质（粒度分布特性或透水特性）及其分离。基于在步骤S4中的步骤S4中确定的沉积物的性质和划分来执行屏蔽机器的钻孔条件的设定。具体来说，通过屏蔽机进行镗孔时注入到切割机室中的泥浆添加物质的种类，性质和喷射比例，盾构机镗孔时切割室内的土压力以及屏蔽机的镗孔进给速度被设定为无聊的条件。

26. 发明专利

JP2008169639A Tunnel construction method 有权
标题翻译：隧道施工方法
公开(公告)号：JP2008169639A
公开(公告)日：2008-07-24
申请号：JP2007004497
申请日：2007-01-12
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SHIRAI SHUNSUKE , NAGAMORI KUNIHIRO , KAMIO MASAHIRO , NAKAGAWA MASAYOSHI , SAKAGUCHI TAKUSHI , UMANO KOJI , IGARASHI HIROMASA
IPC分类号： E21D9/06 , E21D11/08
摘要： PROBLEM TO BE SOLVED: To provide a tunnel construction method which enables a widened section to be formed over a long distance by minimizing the number of widening segment rings to be moved, by means of an ordinary shield machine.
SOLUTION: A widening segment 25 is installed in the prescribed area 23 of a widened pit 19 which is excavated by means of the shield machine 3. A joint segment 27 is installed ahead of the widening segment 25, and the joint segment 27 and a tail portion 15 of the shield machine 3 are fixed together. An end plate 31 is fixed to a widening segment 25b, and the widening segment 25 is moved in the direction of the outer periphery of a tunnel 2. Subsequently, a diameter-enlarging skin plate 41, which is arranged on the inner peripheral side of the widening segment 25, and a shield jack 47, which is arranged inside the skin plate 41, are fixed to the end plate 31. After that, the end plate 31 is separated from the widening segment 25b, and the shield machine 3 is advanced while a widening segment 49 is installed inside the skin plate 41.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种隧道施工方法，其可以通过普通屏蔽机使最小化要移动的加宽段环的数量在长距离上形成加宽部分。解决方案：加宽段25安装在借助屏蔽机3挖掘的加宽坑19的规定区域23中。接合段27安装在加宽段25的前方，接头段27 并且屏蔽机3的尾部15固定在一起。端板31固定在加宽段25b上，并且加宽段25沿隧道2的外周方向移动。随后，布置在隧道2的内周侧的直径扩大的表皮板41 布置在皮肤板41内部的加宽部分25和屏蔽插座47固定在端板31上。此后，端板31与加宽部25b分离，屏蔽机3前进而扩展段49安装在皮肤板41内。版权所有（C）2008，JPO＆INPIT

27. 发明专利

JP2008162831A Hydraulic kneaded material 审中-公开
标题翻译：液压切割材料
公开(公告)号：JP2008162831A
公开(公告)日：2008-07-17
申请号：JP2006353249
申请日：2006-12-27
申请人： Kajima Corp , 鹿島建設株式会社
发明人： UEMOTO KATSUHIRO , YOSHIDA TERU , YOSHIZAKO KAZUO , IMADATE FUMIO , KOBAYASHI KAZUMI , FUNASAKO TOSHIO , TANAKA KOICHI , KAMIO MASAHIRO
IPC分类号： C04B28/02 , C04B24/04 , C04B24/06 , C04B24/10
CPC分类号： C04B28/02 , C04B2111/00068 , C04B2201/50 , C04B24/04 , C04B24/06
摘要： PROBLEM TO BE SOLVED: To provide a cement-based kneaded material regulating its hardening-developing age in a range from a few days to a few months where the development of hardening occurs spontaneously without an operation such as the addition of an agent and practical strength as a ground material is obtained.
SOLUTION: The hydraulic kneaded material is a cement-based kneaded material which has a water-cement ratio of 30-250%, contains sodium heptonate dihydrate of 0.1-2 pts.mass and carboxylic acid of 0.1-2 pts.mass vs. water of 100 pts.mass, and a bleeding rate of ≤0.5%. As a suitable carboxylic acid, citric acid is designated.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：待解决的问题：为了提供一种在几天到几个月的范围内调节其硬化发展年龄的水泥基捏和材料，其中硬化的发展自发地发生，而没有诸如加入试剂的操作并获得作为研磨材料的实用强度。解决方案：水硬性捏和材料是水泥比为30-250％的水泥基捏和材料，含有0.1-2重量份的庚酸钠二水合物和0.1-2重量份的羧酸与100磅水相比，出血率≤0.5％。作为合适的羧酸，指定柠檬酸。版权所有（C）2008，JPO＆INPIT

28. 发明专利

JP2007023546A Entrance for arrival of jacking pipe, structure of entrance for arrival, and water cut-off construction method for entrance for arrival 有权
标题翻译：入口入境，入境结构和入境退休施工方法入境
公开(公告)号：JP2007023546A
公开(公告)日：2007-02-01
申请号：JP2005204534
申请日：2005-07-13
申请人： Kajima Corp , Komatsu Underground Machinery Ltd , Taisei Corp , Tekken Constr Co Ltd , コマツ地下建機株式会社 , 大成建設株式会社 , 鉄建建設株式会社 , 鹿島建設株式会社
发明人： SHIRAI SHUNSUKE , KAMIO MASAHIRO , YOSHIKAWA TADASHI , HAYASHI NOBORU , IWASHITA ZENICHIRO , MIMURO KEIJI , ANDO TETSUTO , OGAWA FUSHI , MATSUI KENJI , EBARA HIROSHI , YAMAMOTO YOSHIHISA , SAITO HIROYUKI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To securely perform water cut-off handling in an arrival pit mouth of a jacking pipe and recover a drilling machine very safely.
SOLUTION: The entrance for arrival composed of an entrance pipe 3 formed to have bore for storing the drilling machine 6 and the jacking pipe 7, a stuffing member 4 attached to a mouth of the entrance pipe 3, and a filling pipe 5 buried in the direction of diameter of the entrance pipe in the stuffing member 4 is attached to the arrival pit mouth 2 of the jacking pipe 7. After the drilling machine 6 and the jacking pipe 7 cut the stuffing member 4 and the filling pipe 5 and arrive in the entrance pipe 3, a grouting material 8 for water cut-off is poured between the entrance pipe 3 and the jacking pipe 7 from the filling pipe 5.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了安全地在起重管道的到达坑口进行截水处理，并且非常安全地回收钻床。解决方案：由入口管3形成的入口入口构成为具有用于存储钻孔机6和顶起管7的孔，安装在入口管3的口部的填充构件4和填充管5 在填塞构件4的入口管的直径方向上埋设在顶起管7的到达坑口2处。在钻孔机6和顶起管7切割填充构件4和填充管5之后，到达入口管3时，从入口管3和入口管7之间，从灌装管5中注入一个用于截水的灌浆材料8.（C）2007，JPO＆INPIT

29. 发明专利

JPH06108655A TRANSVERSELY MOVING FOR AND SWINGING METHOD CONCRETE FLOOR LEVELING MACHINE 失效
公开(公告)号：JPH06108655A
公开(公告)日：1994-04-19
申请号：JP25810992
申请日：1992-09-28
申请人： KAJIMA CORP , KAWASAKI HEAVY IND LTD
发明人： SHIRAISHI YASUNOBU , KAMIO MASAHIRO , ITOU KIYOKAZU , MORIZAKI KOICHIRO , KOSAKA KATSUHIDE , TSUKUNI MOMOZO
IPC分类号： E04F21/24 , E04G21/10
摘要： PURPOSE:To make it possible to move a concrete floor screeding device transversely or turn around the device in a simpified fashion by installing rails on a floor surface which is supported with an outer rigger and concrete-placed separated at a span spanning the concrete floor screeding device between the rails and moving the device on the rails. CONSTITUTION:A set of two rails 1A and 2A, and 1B and 2B which support a concrete floor screeding device 4 are designed to cross each other, thereby laying out a pair of pipe rails 14A and 14B on a floor surface A. The concrete floor screeding device 4 is supported with either one rail 2A or 2B of the paired two sets of the rails which support the concrete floor screeding device 4. An outrigger 3 of the outer side rails 1A and 1B is used as a floating leg. A wheel burrow 13 is mounted to a leg 3a of the outrigger 3 which is designed as the floating leg. The wheel burrow 13 is placed on the pipe rails 14A and 14B. Both the wheel burrow 13 and the pipe rails 14A and 14B are used to support the concrete floor screeding device 4. By allowing a worker M to push the device 4 with hands, and roll up the wheel burrow, the concrete screeding device 4 is moved transversely. It is also oppossible to swing the device in a similar operation.

30. 发明专利

JP2001271588A UNDERGROUND JOINT TYPE SHIELD MACHINE AND ITS UNDERGROUND JOINT METHOD 失效
公开(公告)号：JP2001271588A
公开(公告)日：2001-10-05
申请号：JP2000086987
申请日：2000-03-27
申请人： KAJIMA CORP , KAWASAKI HEAVY IND LTD
发明人： MIZOTA HISASHI , SATSUDEN TOSHIKAZU , OKUWA SHOJI , ISHIKAWA ZENICHI , KAMIO MASAHIRO , SHIMIZU MITSUO , MORIO SABURO
IPC分类号： E21D9/06 , E21D9/08 , E21D9/087
摘要： PROBLEM TO BE SOLVED: To provide an underground joint type shield machine and its underground joint method capable of reducing the length of penetration ring and shortening the machine length, reducing the weight and lowering the production cost, securing curved drive performance, enhancing water stop performance, and preventing damages or abrasion to the sealing member for water stop. SOLUTION: This machine is installed to an inner drum 58 located at the inner side of a front end vicinity of the front drum 52 of the second shield machine 1B, a water stop ring 59 externally fitted to the inner drum 58 in an advancing and moving manner and installed to a tip outer peripheral portion of the water stop ring 59, a water stop mechanism 60 for stopping water through a ring-shaped seal member pressured and contacted to the inner peripheral surface of the penetration ring portion penetrated to the shield machine 1B and a hydraulic cylinder 61 for advancing and driving the water stop ring 59 are provided.

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