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1. 发明专利

JP2009133091A Treatment equipment, excavated sediment treatment method, excavator, tunnel construction method, and tunnel constructed by the construction method 有权
标题翻译：施工设备，施工方法，挖掘机，隧道施工方法，隧道施工方法
公开(公告)号：JP2009133091A
公开(公告)日：2009-06-18
申请号：JP2007309254
申请日：2007-11-29
申请人： Keihin Soil Corp , Ohbayashi Corp , 京浜ソイル株式会社 , 株式会社大林組
发明人： KANAI MAKOTO , MIKI KEIZO , IZAWA MASAYOSHI , TANAKA YOSHIHIRO , MATOBA KAZUHIKO , TSUJI TADAHIKO , MORI MICHIHITO , NAGAI FUMIHIRO
IPC分类号： E21D9/12 , E21D9/06 , E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide excavated sediment treatment equipment which can fluidize excavated sediment in a short period of time, and which requires only a short pumping distance thereof. SOLUTION: This treatment equipment 1 comprises: air-bubble equipment 3 which produces air bubbles for fluidizing the excavated sediment produced by excavation performed by a shield machine 2; a sieve 4 for removing the clod excavated sediment with dimensions or as large as/larger than predetermined dimensions; shredding equipment 5 which crushes the clod excavated sediment removed by the sieve 4; and kneading equipment 6 which mixes the excavated sediment, passing through the sieve 4, the excavated sediment, crushed by the shredding equipment 5, the air bubbles, a solidification material such as cement, and water, so as to produce fluidized cellular soil covered with air bubbles and having high fluidity. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供可在短时间内流化开挖沉积物的挖掘沉积物处理设备，并且仅需要较短的泵送距离。解决方案：该处理设备1包括：气泡设备3，其产生用于使由屏蔽机器2进行的挖掘产生的挖掘的泥沙流化的气泡; 用于去除具有尺寸或大于/大于预定尺寸的泥土挖掘的沉积物的筛4; 粉碎设备5，破碎由筛4除去的泥土挖出的沉淀物; 和混合设备6，其混合通过筛4的挖掘的沉淀物，由粉碎设备5粉碎的挖掘的沉淀物，气泡，诸如水泥的固化材料和水，以产生被覆盖的流化细胞土壤气泡，流动性好。版权所有（C）2009，JPO＆INPIT

2. 发明专利

JP2008002155A Rolling correcting structure of segment ring, and segment ring for correcting rolling 审中-公开
标题翻译：分段环的滚动校正结构和用于校正滚子的分段
公开(公告)号：JP2008002155A
公开(公告)日：2008-01-10
申请号：JP2006172622
申请日：2006-06-22
申请人： Ishikawajima Constr Materials Co Ltd , Ohbayashi Corp , 株式会社大林組 , 石川島建材工業株式会社
发明人： TSUJI TADAHIKO , YOSHIDA KIMIHIRO , IZAWA MASAYOSHI , KOGA HIROSHI , HASHIMOTO HIROHIDE , KOBAYASHI KAZUHIRO , MINEZAKI AKIHIRO
IPC分类号： E21D11/04
摘要： PROBLEM TO BE SOLVED: To easily correct the rolling of a segment ring.
SOLUTION: A rectangular segment ring 11 for correcting the rolling is joined to a rectangular rolled segment ring 1A, and a normal rectangular segment ring is joined. In the segment ring 11, an inter-ring joint 13 which is provided on a surface 7a to be joined to the rolled segment ring 1A is located in a position to be shifted by a rolling angle θ with respect to an inter-ring joint 3 which is provided on a jointing surface 7b facing the surface 7a. Thus, when the segment ring 1A causes the rolling, the segment ring 11 is joined to the segment ring 1A, so that the rolling of a rectangular segment to be succeedingly joined can be eliminated.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了容易地校正分段环的滚动。解决方案：用于校正轧制的矩形环形环11接合到矩形轧制段环1A，并且连接正常的矩形环形环。在分段环11中，设置在与轧制区段环1A接合的表面7a上的环形间接头13位于相对于环形间接头3移动滚动角θ的位置其设置在面向表面7a的接合表面7b上。因此，当分段环1A导致轧制时，分段环11接合到分段环1A，从而可以消除继续接合的矩形段的滚动。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2009191465A Segment piece, segment ring, and tunnel lining body 有权
标题翻译：分段，分段环和隧道内衬体
公开(公告)号：JP2009191465A
公开(公告)日：2009-08-27
申请号：JP2008030776
申请日：2008-02-12
申请人： Ohbayashi Corp , 株式会社大林組
发明人： KANAI MAKOTO , MIKI KEIZO , TSUJI TADAHIKO , YOSHIDA KIMIHIRO , KAWAKAMI SUENOBU
IPC分类号： E21D11/08
摘要： PROBLEM TO BE SOLVED: To provide a segment piece capable of raising the resistance force to inside pressure generated in the inside when load acts from a back face by a simple configuration and to provide a segment ring composed of the segment piece and a tunnel lining body composed of the segment ring.
SOLUTION: This segment piece 10 has a back face side main reinforcement 20 arranged on a back face side of the segment piece 10 to extend in the peripheral direction of the segment piece 10, an inner face side main reinforcement 30 arranged on an inner face side of the segment piece 10 to extend in the peripheral direction of the segment piece 10, and a hoop reinforcement 40 arranged between the back face side main reinforcement 20 and the inner face side main reinforcement 30.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够通过简单的构造从背面作用负荷时向内部产生的内部压力提高阻力的段件，并且提供由分段件和隧道衬砌体由分段环组成。解决方案：该片段10具有布置在片段10的背面侧以沿着片段10的周向延伸的背面侧主加强件20，内侧面主加强件30布置在分段件10的内表面侧沿分段件10的周向延伸，以及环形加强件40，其布置在背面侧主加强件20和内表面主加强件30之间。版权所有（C））2009，JPO＆INPIT

4. 发明专利

JP2008002156A Rolling correcting structure of segment unit, and rolling correcting segment unit 有权
标题翻译：滚动校正单元的校正结构，滚动校正单元
公开(公告)号：JP2008002156A
公开(公告)日：2008-01-10
申请号：JP2006172623
申请日：2006-06-22
申请人： Ishikawajima Constr Materials Co Ltd , Ohbayashi Corp , 株式会社大林組 , 石川島建材工業株式会社
发明人： TSUJI TADAHIKO , YOSHIDA KIMIHIRO , IZAWA MASAYOSHI , KOGA HIROSHI , HASHIMOTO HIROHIDE , KOBAYASHI KAZUHIRO , MINEZAKI AKIHIRO
IPC分类号： E21D11/08 , E02D29/05
摘要： PROBLEM TO BE SOLVED: To correct the rolling of a segment ring, and to prevent a step from being formed in an upper section by the correction of rolling. SOLUTION: When the rectangular segment ring 1A on an inclined section causes the rolling, the rolling is eliminated by laying a rolling-correcting approximately U-shaped segment 15 with an approximately U-shaped cross section, adjacently to the rolled segment ring 1A laid at the end of a tunnel 2B. In the segment 15, an inter-ring joint 13 of a first jointing surface 7a to be joined to the rolled segment ring 1A is set in a position shifted by a rolling angle θ from an inter-ring joint 3 of a second jointing surface 7b. In an approach section 2A, the rolling is eliminated by joining the segment 15 to the rolled segment ring 1A. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了校正分段环的滚动，并且通过滚动校正来防止在上部形成台阶。解决方案：当倾斜部分上的矩形环形环1A导致轧制时，通过铺设具有大致U形横截面的轧制校正大致U形段15，相邻于轧制段环 1A放置在隧道2B的尽头。在节段15中，要连接到轧制段环1A的第一接合表面7a的环形间接头13被设置在从第二接合表面7b的环形间接头3偏移了滚动角θ的位置。在接近部分2A中，通过将段15连接到轧制段环1A来消除轧制。版权所有（C）2008，JPO＆INPIT

5. 发明专利

JP2014148882A Removal method of tunnel partitioning body 有权
标题翻译：隧道分离体的拆除方法
公开(公告)号：JP2014148882A
公开(公告)日：2014-08-21
申请号：JP2013019777
申请日：2013-02-04
申请人： Ohbayashi Corp , 株式会社大林組 , Nippon Express Co Ltd , 日本通運株式会社
发明人： FUKUMOTO KATSUJI , HANAWA MORIYUKI , TSUJI TADAHIKO , KUROKAWA SHUJI , SHOJI NAOYA , KATO NAOKI , KIMURA MASAYA , OKA SHIGEHIRO , NAKANISHI TAKASHI , NISHIURA HIDEAKI , SENSUI DAISUKE , SAKAMOTO MASAAKI , KOBAYASHI MAKOTO , NAKAMURA AKIRA , JOTATSU KOTA , NAKANO SUSUMU
IPC分类号： E21F17/00 , E21D11/00
摘要： PROBLEM TO BE SOLVED: To quickly and safely remove a ceiling and a bulkhead constituting a tunnel partitioning body in a manner excellent in economy.SOLUTION: In a removal method of a tunnel partitioning body, firstly, a tunnel partitioning body 4a located in a removal objective zone in a tunnel axial direction is separated from an internal face of a tunnel 1, and placed on a transportation bogie 31 as a removal objective partitioning body 34. Next, the removal objective partitioning body 34 is moved to a bulkhead dismantling zone in the same tunnel which is provided separately from the removal objective zone. Next, the removal objective partitioning body 34 is dismantled by using a dismantling facility 41, and separated into a removal objective ceiling plate 45 and a removal objective bulkhead plate 48. Next, the above steps are repeated after the transportation bogie is returned to a new removal objective zone in a state that the removal objective ceiling plate 45 and the removal objective bulkhead plate 48 are placed on the transportation bogie 31, and after that, the removal objective ceiling plate 45 and the removal objective bulkhead plate 48 are carried out to the outside of the tunnel in a state of being placed on the transportation bogie 31 in a plurality of stages.
摘要翻译：要解决的问题：以经济性优良的方式快速，安全地拆除构成隧道分隔体的天花板和隔板。解决方案：在隧道分隔体的拆除方法中，首先，将一个位于拆卸状态的隧道分隔体4a 隧道轴向的目标区域与隧道1的内表面分离，并且放置在作为拆卸物镜分隔体34的运输转向架31上。接下来，移除物镜分隔体34移动到隧道内的隔板拆卸区域与拆卸目标区分开设置的相同的隧道。接下来，通过使用拆卸设备41拆卸拆除物镜分隔体34，并将其分离为拆卸目标顶板45和拆卸物体隔板48.接下来，在将转向架返回到新的后，重复上述步骤在拆卸对象顶板45和拆卸物体隔板板48放置在搬送转向架31上的状态下，将搬出物体顶板45和拆卸物体隔板板48进行到在隧道外部处于多个阶段放置在运输转向架31上的状态。

6. 发明专利

JP2014148881A Removal method of tunnel partitioning body 有权
标题翻译：隧道分离体的拆除方法
公开(公告)号：JP2014148881A
公开(公告)日：2014-08-21
申请号：JP2013019712
申请日：2013-02-04
申请人： Ohbayashi Corp , 株式会社大林組
发明人： FUKUMOTO KATSUJI , HANAWA MORIYUKI , TSUJI TADAHIKO , KUROKAWA SHUJI , SHOJI NAOYA , KATO NAOKI , KIMURA MASAYA , OKA SHIGEHIRO , NAKANISHI TAKASHI , NISHIURA HIDEAKI , SENSUI DAISUKE , SAKAMOTO MASAAKI , KOBAYASHI MAKOTO , NAKAMURA AKIRA , JOTATSU KOTA
IPC分类号： E21F17/00
摘要： PROBLEM TO BE SOLVED: To quickly and safely remove a ceiling and a bulkhead constituting a tunnel partitioning body in a manner excellent in economy.SOLUTION: In a removal method of a tunnel partitioning body, firstly, a tunnel partitioning body 4a, of tunnel partitioning body 4, located in a removal objective zone in a tunnel axial direction is separated from an internal face of a tunnel 1, and placed on a transportation bogie 31 as a removal objective partitioning body 34. Next, the removal objective partitioning body 34 is moved to a bulkhead dismantling zone in the same tunnel which is provided separately from the removal objective zone. Next, the removal objective partitioning body 34 is dismantled by using a dismantling facility 41, and a ceiling plate 5 and a bulkhead plate 8 constituting the removal objective partitioning body are separated into a removal objective ceiling plate 45 and a removal objective bulkhead plate 48. Next, the removal objective ceiling plate and the removal objective bulkhead plate are carried out to the outside of the tunnel by making the transportation bogie travel to the outside of the tunnel 1 in a state that the removal objective ceiling plate 45 and the removal objective bulkhead plate 48 are horizontally placed on the transportation bogie 31.
摘要翻译：要解决的问题：以经济性优良的方式快速安全地拆除构成隧道分隔体的天花板和隔板。解决方案：在隧道分隔体的拆除方法中，首先是隧道分隔体4a，隧道分隔体位于隧道轴向移除目标区域中的主体4与隧道1的内表面分离，并且放置在作为移除物镜分隔体34的运输转向架31上。接下来，移动物镜分隔体34移动到与拆卸物镜区分开设置的同一隧道内的舱壁拆除区。接下来，通过使用拆卸设备41拆卸拆卸物镜分隔体34，并且将构成除去物镜分隔体的顶板5和隔板8分离为拆卸目标顶板45和拆卸物体隔板48。接下来，通过使搬运车顶板45和拆卸对象隔板的移动物体顶板45和拆卸对象隔板的状态，使转向架行进到隧道1的外部，将拆卸物顶板和拆卸物体隔板进行到隧道外板48水平地放置在运输转向架31上。

7. 发明专利

JP2009001989A Treatment equipment, treatment method for excavated sediment, shield machine, tunnel construction method, and tunnel constructed by the construction method 有权
标题翻译：施工设备，施工方法，施工方法，隧道施工方法，隧道施工方法
公开(公告)号：JP2009001989A
公开(公告)日：2009-01-08
申请号：JP2007161793
申请日：2007-06-19
申请人： Ohbayashi Corp , Sano:Kk , 株式会社三央 , 株式会社大林組
发明人： MIKI KEIZO , TSUJI TADAHIKO , MATOBA KAZUHIKO , KOGA HIROSHI , YASHIRO TSUTOMU , HASHIMOTO AKINORI
IPC分类号： E21D9/06 , E21D9/12 , E21D9/13 , E21D11/00
摘要： PROBLEM TO BE SOLVED: To provide treatment equipment for excavated sediment which can supply a back-fill material and fluidization-treated soil with stable quality, and requires only a short distance for pumping them. SOLUTION: This treatment equipment 1 comprises: mud loosening equipment 2 which produces slurry for back-filling and slurry for fluidization by loosening the excavated sediment produced by excavation performed by a shield machine 6; back-filling equipment 3 which produces the back-fill material by mixing the slurry for back-filling and a solidification material such as cement; and fluidization equipment 4 which produces the fluidization-treated soil for being utilized for back filling by mixing the slurry for fluidization and the solidification material. The treatment equipment 1 is loaded on first and second bases 5a and 5b which are arranged in the rear of the shield machine 6, and provided in a tunnel 7 which is constructed by the excavation performed by the shield machine 6. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供可以提供质量稳定的回填材料和流化处理土壤的挖掘沉积物的处理设备，并且仅需要很短的距离来抽水。解决方案：该处理设备1包括：通过松开由盾构机6进行的挖掘产生的挖掘的泥沙，产生用于回填的浆料和用于流化的浆料的泥浆松动设备2; 回灌设备3，其通过混合用于回填的浆料和诸如水泥的固化材料来生产回填材料; 以及流化设备4，其产生流化处理的土壤，用于通过混合用于流化的浆料和固化材料用于回填。处理设备1装载在设置在屏蔽机6的后部的第一和第二基座5a和5b上，并且设置在由屏蔽机器6执行的挖掘构造的隧道7中。版权所有：（C）2009，JPO＆INPIT

8. 发明专利

JP2008308837A Method and system for manufacturing fluidized soil 有权
标题翻译：用于制造流化土的方法和系统
公开(公告)号：JP2008308837A
公开(公告)日：2008-12-25
申请号：JP2007155621
申请日：2007-06-12
申请人： Aktio Corp , Ohbayashi Corp , 株式会社アクティオ , 株式会社大林組
发明人： TSUJI TADAHIKO , MATOBA KAZUHIKO , KOGA HIROSHI , AZUMA MORIYUKI
IPC分类号： E02F7/00
摘要： PROBLEM TO BE SOLVED: To provide a system for manufacturing fluidized soil enabling the long-distance transportation of a material without changing the properties thereof.
SOLUTION: This system for manufacturing fluidized soil by stirring slurry 40 and a solidification material 45 such as cement comprises a slurry feed system 10 for transporting the slurry 40 from a base 3 to a fluidized soil depositing position 4 through a plurality of relay points, a solidification material transporting means formed separately from the slurry feed means 10 for transporting the solidification material 45 such as cement to the depositing position 4, and a stirring device 30 installed at the depositing position 4 and stirring the slurry 40 transported to the depositing position 4 by the slurry feed system 10 and the solidification material 45 transported to the depositing position 4 by the solidification material transporting means.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于制造流化土的系统，其能够长期运输材料而不改变其性质。解决方案：用于通过搅拌浆料40和固化材料45如水泥制造流化土的该系统包括：浆料进料系统10，用于通过多个继电器将浆料40从基底3输送到流化土壤沉积位置4 点，与用于将凝固材料45如水泥输送到沉积位置4的浆料进料装置10分开形成的凝固材料输送装置和安装在沉积位置4处的搅拌装置30，并搅拌输送到沉积物位置4由浆料供给系统10和凝固材料45通过凝固材料输送装置输送到沉积位置4。版权所有（C）2009，JPO＆INPIT

9. 发明专利

JP2007270502A Upper part construction method and upper part construction structure in approach part of underpass tunnel 有权
标题翻译：隧道掘进部分施工方法及上部构造结构
公开(公告)号：JP2007270502A
公开(公告)日：2007-10-18
申请号：JP2006097007
申请日：2006-03-31
申请人： Ishikawajima Constr Materials Co Ltd , Ohbayashi Corp , 株式会社大林組 , 石川島建材工業株式会社
发明人： TSUJI TADAHIKO , YOSHIDA KIMIHIRO , IZAWA MASAYOSHI , KOGA HIROSHI , HASHIMOTO HIROHIDE , KOBAYASHI KAZUHIRO , MINEZAKI AKIHIRO
IPC分类号： E21D9/04 , E21D11/08
摘要： PROBLEM TO BE SOLVED: To construct a finish surface inexpensively without using different-shaped segments.
SOLUTION: This upper part construction structure 1 in the approach part 2A constructed by a shield tunneling method is constituted by placing concrete 4 up to height of the finish surface R from an upper end face 20a of the segment 20 when the upper end face 20a of the segment 20 in the approach part 2A is at a position being lower than the finish surface R forming an installation face of partitioning facility 3. A common segment piece 21 formed to have fixed height is arranged in an upper part of the segment 20.
COPYRIGHT: (C)2008,JPO&INPIT

10. 发明专利

JP2008002154A Segment unit 有权
标题翻译：分部
公开(公告)号：JP2008002154A
公开(公告)日：2008-01-10
申请号：JP2006172621
申请日：2006-06-22
申请人： Ishikawajima Constr Materials Co Ltd , Ohbayashi Corp , 株式会社大林組 , 石川島建材工業株式会社
发明人： TSUJI TADAHIKO , YOSHIDA KIMIHIRO , IZAWA MASAYOSHI , KOGA HIROSHI , HASHIMOTO HIROHIDE , KOBAYASHI KAZUHIRO , MINEZAKI AKIHIRO
IPC分类号： E21D11/08 , E04C5/08 , E21D11/04
摘要： PROBLEM TO BE SOLVED: To reduce cost by making the thickness of an approximately rectangular cross-section segment unit smaller than before.
SOLUTION: An approximately rectangular segment ring 10 comprises a plurality of circumferentially arranged segment pieces 11 and 12, and the respective segment pieces 11 and 12 are bound to each other by means of a prestressing steel wire 13 which penetrates in a circumferential direction. In the segment ring 10, the L-shaped cross-section segment pieces 12 and 12 are arranged at corners, and the block-like segment piece 11 is fitted and inserted into a section between the segment pieces 12 and 12. Through-holes 14a and 14b are formed at the segment pieces 12 and 11 which constitute approximately rectangular sides, and the prestressing steel wire 13 is inserted from a recessed portion 12a so that the segment pieces 12 and 11 can be bound to each other by means of anchoring devices 15A and 15B. Prestress is introduced into a section between the segment piece 11 and the L-shaped segment pieces 12 and 12 on respective sides. The prestressing steel wire 13 is arranged at the side of an approximately rectangular inner peripheral surface. Tensile stress generated on the segment 10 is canceled by the prestress which is introduced by the prestressing steel wire 13, so that a great bending load can be resisted.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：通过使大致矩形的横截面段单元的厚度比以前更小来降低成本。解决方案：大致矩形的环形环10包括多个周向布置的片段11和12，并且相应的片段11和12通过预应力钢丝13彼此结合，预应力钢丝13沿圆周方向。在分段环10中，L字形的横截面片段12和12设置在角部，并且块状片段11嵌合并插入到片段12和12之间的部分中。通孔14a 并且14b形成在构成大致矩形侧面的段片12和11上，并且预应力钢丝13从凹部12a插入，使得片段12和11可以借助于锚固装置15A彼此结合和15B。将预应力引入到片段11和相应侧面上的L形段片12和12之间的部分。预应力钢丝13配置在大致矩形的内周面的一侧。通过由预应力钢丝13引入的预应力来消除在节段10上产生的拉伸应力，从而可以抵抗大的弯曲载荷。版权所有（C）2008，JPO＆INPIT

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