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1. 发明专利

JP2005146547A Pipe roof mounting structure and mounting method 有权
标题翻译：管道屋顶安装结构和安装方法
公开(公告)号：JP2005146547A
公开(公告)日：2005-06-09
申请号：JP2003381998
申请日：2003-11-12
申请人： Kajima Corp , Nippon Steel Corp , 新日本製鐵株式会社 , 鹿島建設株式会社
发明人： YOSHIKAWA TADASHI , NISHIJIMA TORU , KATO MAKOTO , HAYASHI NOBORU , TSURUTA KOICHI , ISHIDA MUNEHIRO , MIYAKE MASATO
IPC分类号： E21D9/04 , E21D9/01
摘要： PROBLEM TO BE SOLVED: To provide a pipe roof mounting structure and mounting method that can positively prevent the movement of a connection part between a pipe roof end part and a tunnel lining material in constructing a large space in the ground by enlarging the inside of pipe roofs installed in a semicircular or arcuate shape as earth retaining works between tunnels bored in parallel. SOLUTION: The pipe roofs 2, 2 are constructed arcuately in vertical symmetry on the upper side and lower side between the shield tunnels 1, 1 bored in parallel. Each pipe roof 2 is formed of a plurality of jacking pipes 4, and each end part is connected to an SC segment 3 installed as the lining material of the shield tunnel 1. A pedestal 5 is installed at the connection part. The pedestal 5 and one inside point of the segment 3 are connected by a timbering material 7 to restrain the movement of the connection part. The timbering material 7 is formed of steel such as wide-flange shape steel. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种管屋顶安装结构和安装方法，其可以通过扩大在地面中构建大的空间来确保地防止管道顶端部分和隧道衬里材料之间的连接部分的移动安装在半圆形或弧形形状的管道屋顶内部，因为平行钻孔的隧道之间的地球保持工作。解决方案：管道屋顶2,2在平行钻孔的屏蔽隧道1,1之间的上侧和下侧以垂直对称的方式构造成弧形。每个管屋顶2由多个顶起管4形成，并且每个端部连接到作为屏蔽通道1的衬里材料安装的SC段3。基座5安装在连接部分处。基座5和节段3的一个内部点由木材7连接以限制连接部的移动。木材材料7由诸如宽法兰形钢的钢制成。版权所有（C）2005，JPO＆NCIPI

2. 发明专利

JP2009062682A Tunnel junction structure and construction method for tunnel junction structure 有权
标题翻译：隧道结结构与隧道结构结构与施工方法
公开(公告)号：JP2009062682A
公开(公告)日：2009-03-26
申请号：JP2007228908
申请日：2007-09-04
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SASAKI YUKINOBU , OKUYAMA MASAYOSHI , ARAKI HITOSHI , SUYAMA YOSHIMASA , TAKAHASHI KIMIKUNI , TSURUTA KOICHI , ABE TAKASHI
IPC分类号： E21D9/06 , E21D11/08
摘要： PROBLEM TO BE SOLVED: To provide an economical tunnel junction structure having sufficient strength to transmit stress smoothly when constructing the tunnel junction structure and to provide a construction method for the tunnel junction structure.
SOLUTION: In this tunnel junction structure, a connection part 63 using an upper part beam 51 as a roof is provided between a main track shield 1 and a ramp shield 13, and curvature 53 of outer peripheral part of the upper part beam 51 is smaller than curvature 55 of inner peripheral part of the beam and is arch-shaped. In a joint part 9, concrete 5a is placed between a steel plate 3 and a segment 7, and a screw reinforcement 11 is buried into an end part to join with the upper part beam 51. The main track shield 1 and the ramp shield 13 are mutually joined by a tensile member 43.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种经济的隧道结结构，其具有足够的强度以在构造隧道结结构时平滑地传递应力，并提供隧道结结构的施工方法。解决方案：在该隧道结结构中，在主轨道护罩1和斜坡屏蔽件13之间设置使用上部梁51作为屋顶的连接部分63，并且上部梁的外周部分的曲率53 51小于梁的内周部分的曲率55并且是拱形的。在接头部分9中，将混凝土5a放置在钢板3和节段7之间，螺钉加强件11被埋入端部中以与上部梁51连接。主轨道护罩1和斜面屏蔽13 通过拉伸构件43相互连接。版权所有（C）2009，JPO＆INPIT

3. 发明专利

JP2007031979A Cuttable member and cuttable pile 有权
标题翻译：可切割的会员和可切割的皮带
公开(公告)号：JP2007031979A
公开(公告)日：2007-02-08
申请号：JP2005213445
申请日：2005-07-22
申请人： Ashimori Ind Co Ltd , Kajima Corp , 芦森工業株式会社 , 鹿島建設株式会社
发明人： SHIBATA KENICHI , ITOHISA SATOSHI , ASO KOJI , KURATA MASAHIRO , YOSHIKAWA TADASHI , SHIMADA YOSHITO , TSURUTA KOICHI , ARAI TAKAHIRO
IPC分类号： E02D5/20 , E02D5/03 , E02D5/24 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a cuttable member superior in joining performance with H shape steel, and capable of restraining an increase in manhours, while securing sufficient strength and excellent cutting performance.
SOLUTION: This cuttable member 1 is formed of a fiber reinforced resin layer 12 formed by impregnating resin into first fiber being a long fiber material 26 arranged in one direction and second fiber arranged so as to be oriented in the different direction from the arranging direction of the first fiber; and is formed in an H-shaped cross section out of the hardened fiber reinforced resin layer 12.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种具有与H型钢接合性能优异的并且能够在确保足够的强度和优异的切割性能的同时抑制工时增加的可削减部件。解决方案：该可裁剪构件1由将树脂浸渍到第一纤维中形成的纤维增强树脂层12形成为沿一个方向布置的长纤维材料26，并且第二纤维被布置成沿着与第布置第一根纤维的方向; 并且从硬化纤维增强树脂层12中形成为H形横截面。版权所有（C）2007，JPO＆INPIT

4. 发明专利

JP2006133213A Stand for setting surveying instrument 有权
标题翻译：设置检测仪器的设置
公开(公告)号：JP2006133213A
公开(公告)日：2006-05-25
申请号：JP2005146212
申请日：2005-05-19
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： KURONUMA IZURU , YOSHIKAWA TADASHI , SHIRAI SHUNSUKE , KAMIO MASAHIRO , IWASHITA ZENICHIRO , HAYASHI NOBORU , TSURUTA KOICHI , MIMURO KEIJI , MATSUMOTO MICHIO , NAGAOKA TAKASHI , JUJI MASAYOSHI , SAITO HIROYUKI , ODAGIRI HIDEKI
IPC分类号： G01C15/00 , E21D9/093
摘要： PROBLEM TO BE SOLVED: To provide a stand for setting a surveying instrument capable of extremely rapidly measuring the position of a tunnel boring machine or the burying state of a jacking pipe in real time in pipe-jacking for burying the jacking pipe in the ground. SOLUTION: The stand comprises a stand body 2 mounted with a surveying instrument B, suspended arms 3 and 3 vertically raised at both side ends thereof, and rotating shafts 4 and 4 provided at the upper end parts of the suspended arms 3 and 3 to be horizontally protruded, respectively. A weight 5, a weight adjusting mechanism 6, and a bubble tube 7 are attached to the stand body 2, and a bearing 8, a rotary damper 9 and an electromagnetic brake 10 are attached to the rotating shafts 4 and 4. The stand body 2 is constituted so that the surveying instrument B can be detachably fixed. The suspended arm 3 is formed in a frame shape having a vertically long reverse V-shape, and the rotating shaft 4 is protrusively provided at the upper end of each suspended arm 3 to be horizontal in a direction orthogonal to the propelling direction of a steel pipe A. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于设置能够极大地快速测量隧道掘进机的位置或顶起管道的埋入状态的测量仪器的立场，用于将顶起管道埋入管道顶端地面。解决方案：支架包括安装有测量仪器B的支架体2，在其两侧端垂直升高的悬臂3和3以及设置在悬臂3的上端部的旋转轴4和4， 3分别水平突出。重量5，重量调节机构6和气泡管7安装在支架体2上，轴承8，旋转阻尼器9和电磁制动器10安装在旋转轴4和4上。支架体 2构成为使得测量仪器B能够可拆卸地固定。悬吊臂3形成为具有垂直长的反向V形的框架形状，并且旋转轴4突出地设置在每个悬臂3的上端，以沿与钢的推进方向正交的方向成水平方向管道A.版权所有（C）2006年，JPO＆NCIPI

5. 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

6. 发明专利

JP2004143744A Construction method for diaphragm wall and diaphragm wall 有权
公开(公告)号：JP2004143744A
公开(公告)日：2004-05-20
申请号：JP2002308033
申请日：2002-10-23
申请人： Kajima Corp , 鹿島建設株式会社
发明人： TANAKA KOICHI , KOTAKI YUTAKA , SASAKI YUKINOBU , TSURUTA KOICHI , MORIHIRA KOJI
IPC分类号： E21D13/02 , E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a diaphragm wall constructed in a short period in a non-cutting-covering manner without being restricted by a ground and the diaphragm wall.
SOLUTION: A pit 30 is excavated to a natural ground 5 by a shield machine 3, and a cutter 13 for a continuous-wall excavator 9 is extended to the lower section of the pit 30 when the continuous-wall excavator 9 installed in the shield machine 3 reaches the construction prearranged place of the diaphragm wall 33. Cement milk injected from an injection pipe 14 and excavated materials are mixed/agitated, conducting a horizontal drawing excavation by the excavator 9 and excavating a ditch 25 to the lower section of the pit 30, and the inside of the ditch 25 is filled with soil mortar 27. A core material 31 is built into the ditch 25 by using a core-material building machine 19 installed into the shield machine 3 before soil mortar 27 is cured, and the diaphragm wall 33 is constructed. The core material 31 is built, and a segment 29 is mounted along the inner periphery of the pit 30.
COPYRIGHT: (C)2004,JPO

7. 发明专利

JP2013170445A Thrust control method 有权
标题翻译：控制方法
公开(公告)号：JP2013170445A
公开(公告)日：2013-09-02
申请号：JP2012037049
申请日：2012-02-23
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SAKANE HIDEYUKI , TAKIMOTO KUNIHIKO , NAKATANI YUKIHIRO , TAKARADA YOSHIKAZU , TSURUTA KOICHI , KITAGAWA YUTAKA , MOROHASHI TOSHIO , NAGAMORI KUNIHIRO
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a thrust control method of an excavation mechanism with which excavation can be performed while stabilizing an attitude of the excavation mechanism.SOLUTION: In an excavation mechanism 1, two main body excavators 3 are arrayed in a horizontal direction, and each excavator 3 includes a cutter 31 that reciprocates and swivels in the horizontal direction. During excavation by the excavation mechanism 1, a thrust Pof a left jack group 41a is determined by increasing/decreasing thrust correction values L, Lcorresponding to a swiveling direction of each cutter 31 from a base thrust Xof the left jack group 41a and a thrust Pof a right jack group 41b is determined by increasing/decreasing thrust correction values R, Rcorresponding to the swiveling direction of each cutter 31 from a base thrust Xof the right jack group 41b, thereby canceling a reaction moment M applied to the excavation mechanism 1 with swiveling of the cutter 31.
摘要翻译：要解决的问题：提供一种能够在稳定挖掘机构的姿态的同时进行挖掘的挖掘机构的推力控制方法。解决方案：在挖掘机构1中，两个主体挖掘机3沿水平方向排列，每个挖掘机3包括沿水平方向往复运动的切割器31。在挖掘机构1的挖掘中，左插座组41a的推力P通过根据左插座组41a的基座推力X对应于每个切割器31的旋转方向的推力校正值L，L和推力Pof 通过从右插座组41b的基座推力X对应于每个切割器31的旋转方向增加/减小推力校正值R，R来确定右插孔组41b，从而取消施加到挖掘机构1的反作用力矩M，的切割器31。

8. 发明专利

JP2009074318A Tail seal washing method and device for shield machine 有权
标题翻译：尾部密封洗涤方法和屏蔽机器
公开(公告)号：JP2009074318A
公开(公告)日：2009-04-09
申请号：JP2007246202
申请日：2007-09-21
申请人： Kajima Corp , 鹿島建設株式会社
发明人： TAKAHASHI KIMIKUNI , SASAKI YUKINOBU , MATSUEDA KOTARO , OKUYAMA MASAYOSHI , ARAKI HITOSHI , YOSHIDA TERU , TSURUTA KOICHI , OBAYASHI NOBUHIKO
IPC分类号： E21D11/00
摘要： PROBLEM TO BE SOLVED: To provide a tail seal washing method and device for a shield machine, enabling to easily remove a backfill injection material residing on a tail seal.
SOLUTION: On the tail seal 20 of the shield machine 1, a cooling device 36 is provided. When the backfill injection material U resides on the tail seal 20, cooling liquid is circulated and supplied into the cooling device 36 to freeze the backfill injection material. Then, hot water is circulated and supplied into the cooling device 36 to unfreeze the frozen backfill injection material U. The backfill injection material after unfrozen suffers structural disorder into a brittle condition. At this time, grease is injected from a grease injection hole SG to remove the backfill injection material U from the tail seal 20.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于盾构机的尾部密封清洗方法和装置，能够容易地去除位于尾部密封件上的回填注射材料。
解决方案：在屏蔽机1的尾部密封件20上设置有冷却装置36。当回填注射材料U位于尾部密封件20上时，冷却液体循环并供应到冷却装置36中以冷冻回填注射材料。然后，将热水循环并供应到冷却装置36中以解冻冷冻的回填注入材料U.解冻后的回填注入材料在结构紊乱中变为脆性状态。此时，从油脂注入孔SG注入润滑脂，以从尾部密封件20中除去回填注射材料U.版权所有（C）2009，JPO＆INPIT

9. 发明专利

JP2007031980A Cuttable segment 有权
标题翻译：可切割部分
公开(公告)号：JP2007031980A
公开(公告)日：2007-02-08
申请号：JP2005213446
申请日：2005-07-22
申请人： Ashimori Ind Co Ltd , Kajima Corp , 芦森工業株式会社 , 鹿島建設株式会社
发明人： SHIBATA KENICHI , AZUMA KATSUHIKO , ITOHISA SATOSHI , CHINO YOSHIAKI , YOSHIKAWA TADASHI , TSURUTA KOICHI , AIZAWA JUN , YOSHIDA KENTARO
IPC分类号： E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a cuttable segment easily joined with various segments such as a steel segment and a ductile segment, and restraining complicatedness of a joining structure, while securing sufficient strength and excellent cutting performance.
SOLUTION: This cuttable segment 1a is formed of a fiber reinforced resin layer 15 formed by impregnating resin into first fiber being a long fiber material 17 arranged in one direction and second fiber arranged so as to be oriented in the different direction from the arranging direction of the first fiber; and is formed in a hollow cross-sectional shape out of the hardened fiber reinforced resin layer 15.
COPYRIGHT: (C)2007,JPO&INPIT

10. 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

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