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1. 发明专利

JP2020117907A グリース供給装置およびグリース供給方法审中-公开
公开(公告)号：JP2020117907A
公开(公告)日：2020-08-06
申请号：JP2019008719
申请日：2019-01-22
申请人： TAISEI CORP , MATSUMURA OIL , YAMADA CORP
发明人： IWASHITA ATSUSHI , FUKUDA TAKAMASA , ADACHI HIDEAKI , KANEDA SHUICHI , HATANO JUN , IZUTSU NAOYUKI , ISHIKAWA HIDEKAZU
IPC分类号： E21D11/00
摘要：【課題】グリースの補充作業を容易に行うことができるグリース供給装置およびグリース供給方法を提供することを課題とする。【解決手段】テールシール2にグリースを注入する複数の注入装置11と、複数の注入装置11にグリースを補給する補給装置31とを備えている。注入装置11は、注入ポンプ12とタンク13とを備えている。さらに、補給装置31は、補給ポンプ32と大型タンク33とを備えていることを特徴とする。【選択図】図1

2. 发明专利

JP2020117860A 後続台車牽引システム审中-公开
公开(公告)号：JP2020117860A
公开(公告)日：2020-08-06
申请号：JP2019007067
申请日：2019-01-18
申请人： TAISEI CORP , SEIWA RENEWAL WORKS CO LTD , OKKUSU JACK KK
发明人： IWASHITA ATSUSHI , FUKUDA TAKAMASA , ADACHI HIDEAKI , KANEDA SHUICHI , HATANO JUN , NICHOGI KEN , SASAKI FUMIO , HARAFUJI SHINYA
IPC分类号： E21D11/40
摘要：【課題】後続台車の脱輪等のトラブルを事前に予防することができるとともに、後続台車の位置調整を簡易に行うことを可能とした後続台車牽引システムを提案する。【解決手段】シールドマシンに牽引されて、トンネル坑内に敷設されたレールR上を走行する複数の後続台車2と、後続台車2同士を連結する左右のジャッキ3,3と、ジャッキ3のジャッキストロークを計測するジャッキセンサと、後続台車2の車輪とレールRとの位置関係を計測する車輪センサ4と、ジャッキセンサの計測結果および車輪センサ4の計測結果により後続台車2とレールRとの相対位置関係を算出する台車位置算出手段5とを備える後続台車牽引システム1。【選択図】図1

3. 发明专利

JP2020090776A 支持壁および支持壁の施工方法审中-公开
公开(公告)号：JP2020090776A
公开(公告)日：2020-06-11
申请号：JP2018226225
申请日：2018-12-03
申请人： TAISEI CORP
发明人： ADACHI HIDEAKI , FUKUDA TAKAMASA , TANIGUCHI ATSUSHI
IPC分类号： E21D11/08
摘要：【課題】トンネル内において支持壁を容易に搬送および設置できる支持壁を提供する。【解決手段】トンネルTの床版を支持するための支持壁50であって、インバートIの上面に立てられたプレキャストコンクリート製の下壁体60と、下壁体60に積み重ねられたプレキャストコンクリート製の上壁体70と、を備えている。上壁体70の上面には、床版に連結される連結部78が設けられている。【選択図】図1

4. 发明专利

JP2010150806A Cutter bit 有权
标题翻译：切割机
公开(公告)号：JP2010150806A
公开(公告)日：2010-07-08
申请号：JP2008329700
申请日：2008-12-25
申请人： Maruwa Giken:Kk , Taisei Corp , 大成建設株式会社 , 株式会社丸和技研
发明人： MORITA TAIJI , ADACHI HIDEAKI , OKUBO HIDEYA , KAYA FUMITAKA , SASAKI MAKOTO
IPC分类号： E21D9/087
摘要： PROBLEM TO BE SOLVED: To provide a cutter bit capable of reducing the risk of damage to an excavator etc. by decreasing the frequency of replacement associated with abrasion. SOLUTION: The cutter bit 1 includes a bit body 10, a plurality of blade portions 11 which are superposed on the bit body 10, an abrasion adjusting material 12 which is interposed between the blade portions 11, and a fixing portion 13 for fixing an end of the blade portion 11. The abrasion adjusting material 12 is made of a material which has the material property of wearing out easily than the fixing portion 13 and which is equipped with a function of a heat stress relaxation material when the blade portion 11 and the fixing portion 13 are joined together. The fixing portion 13 is made of a material which wears out easily than the blade portion 11 and which has rigidity and strength sufficient for a structural member. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够通过降低与磨损相关的替换频率来降低对挖掘机等造成损害的风险的切削刀头。解决方案：刀头1包括钻头体10，叠置在钻头体10上的多个叶片部分11，介于叶片部分11之间的磨损调节材料12和用于固定刀片部分11的端部。磨损调节材料12由具有比固定部13容易地磨损的材料的材料制成，并且当刀片部分具有热应力松弛材料的功能时 11和固定部13接合在一起。固定部13由比刀片部11容易地磨损的材料制成，并且具有足够的结构构件的刚性和强度。版权所有（C）2010，JPO＆INPIT

5. 发明专利

JP2010133100A Cut-off structure and method for constructing large-section tunnel 有权
标题翻译：用于构造大型隧道的切断结构和方法
公开(公告)号：JP2010133100A
公开(公告)日：2010-06-17
申请号：JP2008308232
申请日：2008-12-03
申请人： Mutsubishi Rubber Co Ltd , Taisei Corp , 六菱ゴム株式会社 , 大成建設株式会社
发明人： MORITA TAIJI , ADACHI HIDEAKI , SEKIYA MASAYUKI , SUNO KEIJI
IPC分类号： E21D13/02
摘要： PROBLEM TO BE SOLVED: To provide an easy-to-construct cut-off structure and a method for constructing a large-section tunnel.
SOLUTION: A linear elastic seal member 20, which is provided along a jacking method, is provided on the outer surface 10', facing the other tunnel caisson 10 (10b), of one 10 (10a) of two tunnel caissons 10 and 10 adjacent to each other. The elastic seal member 20 includes a base 21, and a lip 22 which is formed integrally with the base 21 and the leading end of which is directed to the outside of the large-section tunnel 1. The lip 22 is constituted to be elastically urged toward the outer surface 10' of the other tunnel caisson 10 by the outside pressure of the large-section tunnel 1.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种易于构造的截止结构和用于构造大型隧道的方法。解决方案：沿着起重方式设置的线性弹性密封件20设置在两个隧道沉箱10的一个10（10a）的外表面10'上，面对另一个隧道沉箱10（10b）和10相邻。弹性密封构件20包括基部21和与基部21一体形成并且其前端指向大截面通道1的外侧的唇部22.唇部22被构造成被弹性地推动通过大型隧道1的外部压力向另一个隧道沉箱10的外表面10'倾斜。（C）2010，JPO＆INPIT

6. 发明专利

JP2009150167A Propulsive box, propulsion method and construction method for large cross-sectional tunnel 有权
标题翻译：大型交叉隧道推进方法及施工方法
公开(公告)号：JP2009150167A
公开(公告)日：2009-07-09
申请号：JP2007330265
申请日：2007-12-21
申请人： Taisei Corp , 大成建設株式会社
发明人： MORITA TAIJI , ADACHI HIDEAKI
IPC分类号： E21D9/06 , E21D13/02
摘要： PROBLEM TO BE SOLVED: To provide a propulsive box, a propulsion method and a construction method for a large cross-sectional tunnel, capable of easily and inexpensively constructing a tunnel. SOLUTION: This propulsive box has a body part 10 being a cylindrical member and a thrust transmission part 20 arranged in an inside space of the body part 10 and forwardly transmitting thrust applied from the rear. The body part 10 is composed of a plurality of main girders 11 and an outer shell 12 covering an outside surface of the main girders 11. The thrust transmission part 20 includes the propulsive box 1 arranged inside the main girders 11, the propulsion method for forming the tunnel by continuously arranging the propulsive box 1 in the ground, and the construction method of the large cross-sectional tunnel for connecting mutual these tunnels by juxtaposing a plurality of these tunnels. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供能够容易且廉价地构造隧道的用于大横截面隧道的推进箱，推进方法和施工方法。解决方案：该推进箱具有主体部分10，其为圆柱形部件，以及布置在主体部分10的内部空间中的推力传递部分20，并且从后部向前传递推力。主体部10由多个主梁11和覆盖主梁11的外表面的外壳12构成。推力传递部20包括配置在主梁11内的推进箱1，成形用推进方法通过将推进箱1连续地布置在地面中的隧道以及用于通过并置多个这些隧道来相互连接这些隧道的大横截面隧道的施工方法。版权所有（C）2009，JPO＆INPIT

7. 发明专利

JP2007016509A Joining method of juxtaposed tunnels 有权
标题翻译： JUXTAPOSED隧道的接合方法
公开(公告)号：JP2007016509A
公开(公告)日：2007-01-25
申请号：JP2005199961
申请日：2005-07-08
申请人： Ishikawajima Harima Heavy Ind Co Ltd , Taisei Corp , 大成建設株式会社 , 石川島播磨重工業株式会社
发明人： TAKAMIZAWA KAZUO , KANEKO KENICHI , ADACHI HIDEAKI , HIROTOMI SATOSHI , YOSHIDA YUZURU , NAKANE TAKASHI , OZAKI MASAYA
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a joining method of juxtaposed tunnels, easy in construction and securing sufficient strength to earth pressure in joining work even if an overhanging length of a sub-tunnel to a main tunnel is increased.
SOLUTION: This method joins the main tunnel 1 and the sub-tunnel 2 juxtaposed with this main tunnel, and forms a hole 11 in opposed parts 1x and 2x of the main tunnel 1 and the sub-tunnel 2 for communicating both tunnels 1 and 2 from the inside of at least one tunnel 1 and 2. After constructing a reinforcing girder 4 having one end fixed to an inner surface of the main tunnel 1 and having the other end fixed to an inner surface of the sub-tunnel 2 by connecting a divided girder 4b to another divided girders 4a and 4c by inserting the divided girder 4b into the hole 11 from the inside of at least one tunnel 1 and 2, the main tunnel 1 and the sub-tunnel 2 are joined by removing the opposed parts 1x and 2x.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：即使提高到主隧道的子隧道的悬垂长度，提供并列隧道的接合方法，易于构造并且确保足够的接地强度，解决方案：该方法将主隧道1和副隧道2连接在该主隧道上，并在主隧道1和子隧道2的相对部分1x和2x中形成孔11，用于连通两个隧道在至少一个隧道1和2的内部形成一个加强梁4，其一端固定在主隧道1的内表面，另一端固定在子隧道2的内表面上通过从至少一个隧道1和2的内部将分割的梁4b插入到孔11中，通过将分隔的梁4b连接到另一个分隔的横梁4a和4c，主隧道1和子隧道2通过移除相对的零件1x和2x。版权所有（C）2007，JPO＆INPIT

8. 发明专利

JP2006348731A EXCAVATED SEDIMENT TREATING METHOD AND EXCAVATED SEDIMENT TREATING DEVICE 审中-公开
公开(公告)号：JP2006348731A
公开(公告)日：2006-12-28
申请号：JP2006135462
申请日：2006-05-15
申请人： TAISEI CORP , JIOTEC KK
发明人： HIROTOMI SATOSHI , TAKAMIZAWA KAZUO , OKUBO HIDEYA , ADACHI HIDEAKI , TANAKA YOSHIE
IPC分类号： E21D9/13 , B03B5/00 , E21D9/12
摘要： PROBLEM TO BE SOLVED: To provide an excavated sediment treating method and an excavated sediment treating device capable of easily and inexpensively classifying and separating excavated sediment in a plastically fluidized state. SOLUTION: The excavated sediment treating method comprises a process for adding and kneading a non-mineral mud adding material in excavated sediment to produce mud and a process for classifying and separating the mud into coarse grains and fine grains through a classifier 21 having a net conveyor 26 for separating the mud into coarse grains and fine grains, an air blowing means 27 for blasting high pressure air to the mud, and a water spraying means 27d for spraying water to the mud to classify and separate the plastically fluidized excavated sediment. The excavated sediment treating device using the excavated sediment treating method is also presented. COPYRIGHT: (C)2007,JPO&INPIT

9. 发明专利

JP2005273399A Tunnel excavating method and master-slave shield machine used therefor 有权
标题翻译：隧道掘进方法及其主要使用的主机
公开(公告)号：JP2005273399A
公开(公告)日：2005-10-06
申请号：JP2004091789
申请日：2004-03-26
申请人： Ishikawajima Harima Heavy Ind Co Ltd , Taisei Corp , 大成建設株式会社 , 石川島播磨重工業株式会社
发明人： TAKAMIZAWA KAZUO , KANEKO KENICHI , OHATA YUTAKA , ITO KEN , TODO NORIYUKI , SHIMADA TETSUJI , ADACHI HIDEAKI , HIROTOMI SATOSHI , YOSHIDA YUZURU , NAKANE TAKASHI , TOMIMATSU HIROAKI , SUGIMORI MAKOTO , OZAKI MASAYA
IPC分类号： E21D9/06 , E21D9/087
摘要： PROBLEM TO BE SOLVED: To excavate and construct a new tunnel without performing open-cut work between a first tunnel and a second tunnel. SOLUTION: This tunnel excavating method excavates and constructs the new tunnel 3 between the first tunnel 2a and the second tunnel 2b formed at a predetermined interval. A master-slave shield machine 1 is formed for storing a slave shield machine 7 in a master shield machine 5 for excavating a portion between the first tunnel 2a and second tunnel 2b. After constructing the new tunnel 3 by excavating up to the vicinity of a connecting part between the first tunnel 2a and the second tunnel 2b from an aboveground part by the master-slave shield machine 1, the slave shield machine 7 is started from the master shield machine 5 to excavate the portion between the first tunnel 2a and second tunnel 2b, for constructing a connecting part of the new tunnel 3 by joining the first tunnel 2a and the second tunnel 2b. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：在第一隧道和第二隧道之间进行开挖工作，挖掘和建造新隧道。解决方案：这种隧道挖掘方法在以预定间隔形成的第一隧道2a和第二隧道2b之间挖掘和建造新隧道3。主从屏蔽机1被形成为用于将主屏蔽机器7存储在主屏蔽机5中，用于挖掘第一隧道2a和第二隧道2b之间的部分。在通过主 - 从屏蔽机1从地上部分挖掘直到第一隧道2a和第二隧道2b之间的连接部分附近的新隧道3之后，从屏蔽罩7从主屏蔽机器5挖掘第一隧道2a和第二隧道2b之间的部分，用于通过连接第一隧道2a和第二隧道2b来构造新隧道3的连接部分。版权所有（C）2006，JPO＆NCIPI

10. 发明专利

JPH10299017A RETAINING WALL CONSTRUCTING METHOD, AND ATTACHMENT AND JIG THEREFOR 失效
公开(公告)号：JPH10299017A
公开(公告)日：1998-11-10
申请号：JP11136597
申请日：1997-04-28
申请人： KAWASAKI STEEL CO , TAISEI CORP , ZENITAKA CORP , CATERPILLAR MITSUBISHI LTD
发明人： MATSUNAGA SATOSHI , SHIODA KEISUKE , SHIMIZU NOBUHIKO , OTSUKA TOSHITSUGU , TAKAKURA KATSUHIKO , ADACHI HIDEAKI , AIKAWA TOSHIHARU , HISATAKE TSUNEO , SHIBATA MIKIO
IPC分类号： E02F3/36 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To improve efficiency in work for construction of a retaining wall and to prevent at the same time working conditions in a limited working area from deteriorating. SOLUTION: A bucket is replaced by a reinforcing bar attachment 5 for a hydraulic power shovel 4 being finished with excavation work, and a built-up reinforcement 6 formed previously by jointing in a latticelike shape is held by the reinforcing bar attachment 5 and installed to a specified position at the reinforcement. Then, the reinforcing bar attachment 5 is replaced by a form attachment, and a form for concrete is arranged at a specified position with insertion claws of the form attachment inserted into claw receiving parts attached previously to the form for concrete.

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