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1. 发明专利

JP2006125000A Auxiliary equipment for penetration of cutting edge of caisson, and caisson construction method using it 有权
标题翻译：辅助设备用于渗透CAISSON切割边缘，以及CAISSON构造方法
公开(公告)号：JP2006125000A
公开(公告)日：2006-05-18
申请号：JP2004312776
申请日：2004-10-27
申请人： Shibuya:Kk , Yamaha Kako Tokyo:Kk , Zenitaka Corp , 株式会社シブヤ , 株式会社ヤマハ化工東京 , 株式会社錢高組
发明人： MORI MASATSUGU , FUKADA KAZUYUKI , TAKENAKA KAZUYUKI , OCHIAI KOICHI , URAMOTO MIKIO , KUBO TATSUHIRO
IPC分类号： E02D23/08
摘要： PROBLEM TO BE SOLVED: To provide auxiliary equipment for penetration of a cutting edge of a caisson and the like, which enable hard ground to be efficiently modified into soft ground by using a relatively simple constitution, and which enable the modification of the ground, conventionally hidden from view, on the periphery of the cutting edge of the caisson.
SOLUTION: In a caisson construction method, a caisson skeleton 3, where the cutting edge 2 of the caisson is formed at its leading end, is provided in an immersed state; mud R inside the caisson skeleton 3 is excavated and discharged; a skeleton 4 is added above the caisson skeleton 3; and a caisson shaft 5 with a predetermined depth is constructed. The auxiliary equipment for the penetration of the cutting edge of the caisson, which is used for the caisson construction method, comprises: a core head 20 for substantially performing auxiliary operations for the penetration; a traveling base 22 which travels on a guide rail 21 in the state of holding the core head 20; a guide frame 24 which is integrated with the guide rail 21; a travel driving motor 25 for driving the traveling base 22; a plurality of frame fixing means 26 which are arranged in the guide frame 24 at regular intervals, so as to fix the guide frame 24 to an inner wall surface 23 of the caisson skeleton 3; and a frame hanging means 44 for holding the guide frame 24 in a hanging manner.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供用于穿透沉箱等的切削刃的辅助设备，这使得能够通过使用相对简单的结构将硬地面有效地修改为软土地面，并且能够修改地下，通常隐藏在沉箱的切割边缘的外围。解决方案：在沉箱施工方法中，以浸没状态设置沉箱骨架3，沉箱骨架3在其前端形成有沉箱的切削刃2，沉井骨架3内的泥土3被挖掘出来; 在沉箱骨架3上面加上骨架4; 并且构造具有预定深度的沉箱轴5。用于沉箱施工方法的用于沉箱的切割边缘的辅助设备包括：用于基本上进行穿透的辅助操作的芯头20; 在保持芯头20的状态下在导轨21上行进的行进基座22; 与导轨21一体化的引导框架24; 用于驱动行进基座22的行进驱动电机25; 多个框架固定装置26，其以规则的间隔布置在引导框架24中，以将引导框架24固定到沉箱骨架3的内壁表面23; 以及用于以悬挂方式保持引导框架24的框架悬挂装置44。版权所有（C）2006，JPO＆NCIPI

2. 发明专利

JP2007023618A Caisson skeleton, caisson jacking method using the caisson skeleton, and frication reducing sheet 有权
标题翻译： CAISSON SKELETON，CAISSON JACKING方法使用CAISSON SKELETON和减速片
公开(公告)号：JP2007023618A
公开(公告)日：2007-02-01
申请号：JP2005207561
申请日：2005-07-15
申请人： Nippon Shokubai Co Ltd , Yamaha Kako Tokyo:Kk , Zenitaka Corp , 株式会社ヤマハ化工東京 , 株式会社日本触媒 , 株式会社錢高組
发明人： MORI MASATSUGU , TAKENAKA KAZUYUKI , DEN SHOFUKU , OCHIAI KOICHI , OKAMOTO KOICHI
IPC分类号： E02D23/08
摘要： PROBLEM TO BE SOLVED: To provide a caisson jacking method according to which frictional resistance is reduced during jacking and settling of a caisson skeleton, and a used friction reducing metallic sheet can be recovered, to thereby contribute to effective use of component members, prevention of adverse effect on the circumferential environment, and improved efficiency. SOLUTION: According to the method, the long friction reducing metallic sheets 21 which each have a friction reducing material layer 30 applied or stuck at least to an internal surface thereof, are reeled like rolls, and the reeled friction reducing metallic sheets 21 are arranged along a peripheral surface of the caisson skeleton 1 by being connected to each other at a plurality of locations. Then the friction reducing metallic sheets 21 are progressively unreeled according to jacking and settling of the caisson skeleton 1, and after completion of the jacking and settling of the caisson skeleton 1, the friction reducing metallic sheet 21 are drawn upward. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种在沉箱骨架顶起沉降期间摩擦阻力减小的沉箱顶压方法，并且可以回收二氧化碳还原金属片，从而有助于有效地利用构件防止周边环境的不良影响，提高效率。解决方案：根据该方法，将具有减摩材料层30至少施加或至少粘附在其内表面上的长摩擦减小金属片21卷成像卷，并且卷绕的减摩金属片21 通过在多个位置处彼此连接而沿着沉箱骨架1的外周表面布置。然后，根据沉箱骨架1的顶起和沉降，摩擦减小金属片21逐渐未拉出，并且在沉箱骨架1的顶起和沉降完成之后，将减摩金属片21向上拉。版权所有（C）2007，JPO＆INPIT

3. 发明专利

JP2007332554A Friction reducing sheet unit, caisson skeleton, and press-in caisson construction method using the caisson skeleton 有权
标题翻译：减速板减速板，CAISSON SKELETON和CAISSON SKELETON的新闻CAISSON结构方法
公开(公告)号：JP2007332554A
公开(公告)日：2007-12-27
申请号：JP2006162327
申请日：2006-06-12
申请人： Nippon Shokubai Co Ltd , Yamaha Kako Tokyo:Kk , Zenitaka Corp , 株式会社ヤマハ化工東京 , 株式会社日本触媒 , 株式会社錢高組
发明人： MORI MASATSUGU , TAKENAKA KAZUYUKI , DEN SHOFUKU , OCHIAI KOICHI , OKAMOTO KOICHI
IPC分类号： E02D23/14 , E02D23/08
摘要： PROBLEM TO BE SOLVED: To provide an anti frictional sheet unit, a caisson skeleton, and a press-in caisson construction method using the caisson skeleton, effectively obtaining stable anti frictional action when a caisson skeleton is pressed in and precipitated, reducing the material and construction cost, lessening the construction labor, and shortening the term of work. SOLUTION: In this anti frictional sheet unit, a long anti frictional sheet 21 provided with an anti frictional material layer 30 is taken up on at least the inner surface 31 like a roll, the roll-like anti frictional sheet 21 is stored in a box 230 to be delivered, and the interior of the box 230 is filled with a granular water cut-off agent 28 which is swollen to exhibit water cut-off property when it comes into contact with water. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种使用沉箱骨架的抗摩擦片单元，沉箱骨架和压入式沉箱施工方法，当沉箱骨架被压入沉淀时有效获得稳定的抗摩擦作用，减少材料和施工成本，减少施工人力，缩短工作期限。解决方案：在该抗摩擦片材单元中，设置有抗摩擦材料层30的长抗摩擦片材21至少在内表面31上被卷起，辊状抗摩擦片材21被储存在待运送的箱子230中，并且盒子230的内部填充有颗粒状截水剂28，其在与水接触时被溶胀以显示出截水性质。版权所有（C）2008，JPO＆INPIT

4. 发明专利

JP2014125823A Member for preventing floating of caisson, and installation method for the same 有权
标题翻译：防止CAISSON浮动的会员及其安装方法
公开(公告)号：JP2014125823A
公开(公告)日：2014-07-07
申请号：JP2012284403
申请日：2012-12-27
申请人： Zenitaka Corp , 株式会社錢高組 , Yamaha Tokyo Co Ltd , 株式会社ヤマハ化工東京
发明人： MORI MASATSUGU , TAKENAKA KAZUYUKI , SHIRAKO MASANORI , YAMAGISHI HIDEAKI , OCHIAI KOICHI
IPC分类号： E02D23/00 , E02D23/08
摘要： PROBLEM TO BE SOLVED: To provide a member for preventing floating of a caisson, which can fix the caisson in the ground against groundwater buoyancy acting on the caisson sunk in the ground, and an installation method for the member.SOLUTION: A floating prevention member 10 includes a support member 26 which is fixed to a communication part 41 provided in a side wall 18 of a caisson 12 and making an inside and an outside communicate with each other and which has a hole part 28, and a load transfer member 44 which has a base end-side joint 44b supported on the hole part of the support member and which has a tip side protruded into the soil on the outside of the side wall.
摘要翻译：要解决的问题：提供一种用于防止沉箱漂浮的构件，其可以将作业在地下沉井的地下水浮力的地下水浮力固定在地下，并且该构件的安装方法。 10包括支撑构件26，其被固定到设置在沉箱12的侧壁18中并使内部和外部彼此连通且具有孔部28的连通部41和负载传递构件44，负载传递构件具有支撑在支撑构件的孔部上的基端侧接头44b，其具有突出到侧壁外侧的土壤中的前端侧。

5. 发明专利

JP2012102549A Ground modification method in caisson method 有权
标题翻译： CAISSON方法的接地修改方法
公开(公告)号：JP2012102549A
公开(公告)日：2012-05-31
申请号：JP2010252176
申请日：2010-11-10
申请人： Japan Railway Construction Transport & Technology Agency , Nippon Shokubai Co Ltd , Yamaha Tokyo Co Ltd , Zenitaka Corp , 株式会社ヤマハ化工東京 , 株式会社日本触媒 , 株式会社錢高組 , 独立行政法人鉄道建設・運輸施設整備支援機構
发明人： MORINO TATSUYA , NISHI YASUHIKO , TAKENAKA KAZUYUKI , SHIRAKO MASANORI , MORI MASATSUGU , SAITO MASARU , YAMAGISHI HIDEAKI , OCHIAI KOICHI , OKAMOTO KOICHI
IPC分类号： E02D23/14
摘要： PROBLEM TO BE SOLVED: To enhance the stability of a caisson structure, which is installed underground, by erasing the friction reduction effect of the ground around a caisson after the caisson structure is constructed in a caisson method in which the slide contact resistance between the ground and the caisson is reduced by using a friction reduction sheet.SOLUTION: In a ground modification method in a caisson method, when a caisson structure of a prescribed depth is constructed while a caisson skeleton is sunk down underground by every prescribed stroke, an invalidating processing of friction reduction effect is performed for erasing the friction reduction effect of a friction reduction material of a friction reduction sheet in the caisson structure formed by interposing, between the ground and the caisson skeleton, the friction reduction sheet having the friction reduction material for reducing the slide contact resistance between the ground and the caisson skeleton and sinking down the caisson skeleton.
摘要翻译：要解决的问题：为了提高安装在地下的沉箱结构的稳定性，通过在沉箱结构构造后，通过在沉箱方法中清除围绕沉箱的地面的摩擦降低效果，其中滑动接触电阻通过使用减摩片来减少地面和沉箱之间的摩擦。解决方案：在沉箱方式的地面修改方法中，当沉井骨架在每个规定的行程下沉入地下时构造规定深度的沉箱结构时，执行摩擦降低效果的无效处理以擦除通过在地面和沉箱骨架之间插入形成的沉箱结构中的摩擦减小片材的摩擦减小材料的摩擦减小效果，具有用于降低地面和沉箱之间的滑动接触电阻的摩擦减小材料的摩擦减小片材骨架，沉没沉箱骨架。版权所有（C）2012，JPO＆INPIT

6. 发明专利

JP2013249594A Caisson and construction method for the same 有权
标题翻译：其CAISSON及其构造方法
公开(公告)号：JP2013249594A
公开(公告)日：2013-12-12
申请号：JP2012123285
申请日：2012-05-30
申请人： Zenitaka Corp , 株式会社錢高組 , Yamaha Tokyo Co Ltd , 株式会社ヤマハ化工東京
发明人： MORI MASATSUGU , TAKENAKA KAZUYUKI , SHIRAKO MASANORI , YAMAGISHI HIDEAKI , OCHIAI KOICHI
IPC分类号： E02D23/00 , E02D27/18 , E21D5/04
摘要： PROBLEM TO BE SOLVED: To provide a caisson which does not float even with buoyancy of underground water when constructing a vertical shaft or a foundation using a skeleton with a weight thereof trimmed within a limit of satisfying a strength condition as a structural body and to provide a construction method for the caisson.SOLUTION: A construction method for a caisson comprises: an installation process to install a skeleton in the ground at a predetermined depth; and a process to construct, after the installation process, floatation prevention members which extend from a side wall of the skeleton towards the ground and are fixed to the side wall. The floatation prevention members prevent the caisson from being floated in a manner that maintains the caisson at the predetermined depth against large buoyancy of underground water acting on the caisson after the same is installed.
摘要翻译：要解决的问题：提供一种即使在地下水的浮力的情况下也不会浮动的沉箱，在使用具有在满足作为结构体的强度条件的极限内的重量的骨架构造立式轴或基座的情况下，一种沉箱的施工方法。解决方案：一种沉箱施工方法，其特征在于，包括：将预定深度的骨架安装在地面上的安装工序; 以及在安装过程之后构建从骨架的侧壁向地面延伸并固定到侧壁的防浮浮部件的工序。防漂浮构件防止沉箱浮起来，使得将沉箱保持在预定深度，防止在安装相同后沉积在地下水上的大量浮力。

7. 发明专利

JP2014047612A Cutter bit, excavator, and excavation method 有权
标题翻译：切割机，挖掘机和挖掘方法
公开(公告)号：JP2014047612A
公开(公告)日：2014-03-17
申请号：JP2012194458
申请日：2012-09-04
申请人： Zenitaka Corp , 株式会社錢高組 , Starloy:Kk , 株式会社スターロイ
发明人： MORI MASATSUGU , TAKENAKA KAZUYUKI , NAGAHARA TADAYUKI
IPC分类号： E21D9/087
摘要： PROBLEM TO BE SOLVED: To sufficiently prolong the usable period of a cutter bit.SOLUTION: A cutter bit is provided with: a base metal 6 of steel; a first cemented carbide chip 7a mounted in a tip T of the base metal 6 and configuring a ridge E between a rake face F2 and a flank F1 in the base metal 6; and a second cemented carbide chip 7b with at least a part thereof embedded in the flank F1, and juxtaposed and mounted at an interval S from the first cemented carbide chip 7a in a crossing direction A crossing the direction in which the ridge E is configured. A thickness Tb of the second cemented carbide chip 7b in the crossing direction A is 80% or more of a thickness Ta of the first cemented carbide chip 7a.
摘要翻译：要解决的问题：为了充分延长刀头的使用时间。解决方案：刀头设有：钢的贱金属6; 第一硬质合金芯片7a安装在母材金属6的尖端T中，并且在母材金属6中的前刀面F2和侧面F1之间构成脊E; 以及第二硬质合金芯片7b，其至少一部分嵌入在侧面F1中，并且以与构成脊E的方向交叉的交叉方向A并列设置并且以与间隔S并联的方式从第一硬质合金芯片7a安装。第二硬质合金芯片7b的交叉方向A的厚度Tb为第一硬质合金芯片7a的厚度Ta的80％以上。

8. 发明专利

JP2006291563A Joint for segment and segment with the joint 有权
标题翻译：联合分部和分部联合
公开(公告)号：JP2006291563A
公开(公告)日：2006-10-26
申请号：JP2005113501
申请日：2005-04-11
申请人： Jfe Metal Products & Engineering Inc , Jfe建材株式会社 , Zenitaka Corp , 株式会社錢高組
发明人： SAITO MASARU , MORI MASATSUGU , NAKASUJI TOMOYUKI , SUDO OSAMU , HAYASHI NOBUO , IWASAKI YOSHITAKA
IPC分类号： E21D11/04 , E21D11/14
摘要： PROBLEM TO BE SOLVED: To connect segments to each other by a single operation and release the connection thereof without breaking the joints of the segments after the connection.
SOLUTION: This joint for the segment comprises a tube body 5 for supporting a stopper having a pair of claw access ports 5A formed therein oppositely to each other and a stopper 6 fitted into the tube body 5 for supporting the stopper. The tube body 5 for supporting the stopper is projectedly formed at the tube body fixing opening 2 portion of one joint plate 1A. The stopper 6 is formed of a pair of claw members 7 and an elastic member 8. The claw members 7 are formed in a converging tapered shape toward the projected end of the stopper supporting tube body 5. The elastic member 8 is detachably held between the claw members 7. When the stopper supporting tube body 5 is inserted into the joint hole of the other joint plate 1B of the other segment, the claw members 7 are projected from the claw access ports 5A by the elastic force of the elastic member 8 and engaged with the other joint plate 1B of the other segment.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：通过单个操作将段彼此连接，并且在连接之后释放其连接而不破坏段的关节。 <！ - SIPO - >部分的该接头包括用于支撑止动器的管体5，该止动器具有彼此相对地形成的一对爪进入口5A和装配到管体5中用于支撑止动器的止动件6。用于支撑止动件的管体5突出地形成在一个接合板1A的管体固定开口2部分处。止动件6由一对爪构件7和弹性构件8构成。爪构件7朝向止动器支撑管体5的突出端呈会聚锥形形状。弹性构件8可拆卸地保持在爪部件7.当止动器支撑筒体5插入到另一部分的另一个接合板1B的接合孔中时，爪部件7通过弹性部件8的弹力从爪进入口5A突出，与另一段的另一接合板1B接合。版权所有（C）2007，JPO＆INPIT

9. 发明专利

JP2006118456A Linear squeeze type force-feed device 有权
标题翻译：线性立方体式输送装置
公开(公告)号：JP2006118456A
公开(公告)日：2006-05-11
申请号：JP2004308291
申请日：2004-10-22
申请人： Tomosada Kenki:Kk , Zenitaka Corp , 株式会社友定建機 , 株式会社錢高組
发明人： MORI MASATSUGU , SAITO MASARU , FUKADA KAZUYUKI , MAEKAWA SHINJI , SEIKE SHINJI
IPC分类号： F04B43/12
摘要： PROBLEM TO BE SOLVED: To provide a linear squeeze type force-feed device requiring less tube arrangement space, capable of coping with a variation in flow resistance of various fluids, enabling the extension of the service life of a tube, having reduced size, simplified structure, and excellent fluid force-feeding power.
SOLUTION: This linear squeeze type force-feed device 1 comprises a pair of holdingly pressing means 9 disposed on both sides of the tube 7 and holdingly pressing the tube 7, a pair of carrying means 11 holding the pair of holdingly pressing means 9 and carrying them on a loop rail 13, and a drive means 15 driving the pair of carrying means 11 in synchronism with each other in a force-feed direction. A linear carrying part 31 linearly moving the holdingly pressing means 9 along the tube 7 is installed on the loop rail 13.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种线性挤压式加力装置，其需要更少的管布置空间，能够应对各种流体的流动阻力的变化，从而能够延长管的使用寿命，减少了尺寸小，结构简单，流体力强大等优点。解决方案：该线性挤压式加力装置1包括一对设置在管7的两侧并保持按压管7的保压装置9，一对承载装置11，其保持一对保压装置并且将它们携带在环形轨道13上，以及驱动装置15，其在一个加力方向上彼此同步地驱动一对传送装置11。沿着管7直线移动保持按压装置9的线性承载部31安装在环形轨道13上。版权所有（C）2006，JPO＆NCIPI

10. 发明专利

JP2011021352A Construction set and bag body for injecting back-filling material, segment, and method for constructing tunnel 有权
标题翻译：用于注射回填材料，分段和构造隧道的方法的构造集和袋体
公开(公告)号：JP2011021352A
公开(公告)日：2011-02-03
申请号：JP2009166008
申请日：2009-07-14
申请人： Ashimori Industry Co Ltd , Three Bond Co Ltd , Three Bond Unicom Kk , Zenitaka Corp , スリーボンドユニコム株式会社 , 株式会社スリーボンド , 株式会社錢高組 , 芦森工業株式会社
发明人： SAITO MASARU , MORI MASATSUGU , NAKAMURA KEIICHI , MIYAZAKI KYOTARO , KOBAYASHI YUTAKA , YASUSHIGE SATOSHI
IPC分类号： E21D11/00 , E21D11/04 , E21D11/08 , E21D11/14
摘要： PROBLEM TO BE SOLVED: To easily complete a segment with a bag body, to which the bag body is bonded on a job site; and to construct a tunnel while preventing a back-filling material etc. from flowing out ahead of the outside of a shield machine and flowing in ahead of the inside of the shield machine, without damaging the bag body. SOLUTION: The bag body for back-filling is bonded to an outer peripheral surface of the segment by means of an adhesive on the job site, so that the segment with the bag body can be easily completed. This makes it unnecessary to take the trouble to work the segment itself so that the bag body for back-filling can be provided, and enables the manufacturing cost of the segment itself to be kept low. Additionally, since a protective sheet material is stuck on the bag body for back-filling, the bag body for back-filling can be used without being damaged by a tail brush which is provided in the shield machine; and the bag body can be expanded by injecting the back-filling material into the bag body, so as to fill a void between the bag body and an inner surface of natural ground in the bored tunnel. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了容易地在工作现场完成袋体粘合的袋体的部分; 并且在防止背部填充材料等从屏蔽机器的外部流出并在屏蔽机器的内部流动之前构建隧道而不损坏袋体。解决方案：用于回填的袋体通过在作业现场的粘合剂粘合到片段的外周表面，从而可以容易地完成具有袋体的部分。这样就不用麻烦地对片段进行工作，从而能够提供用于背部填充的袋体，并且能够将片段本身的制造成本保持为低。此外，由于将保护片材粘贴在袋体上进行背面填充，所以可以使用用于回填的袋体，而不会被设置在屏蔽机器中的尾刷损坏; 并且可以通过将填充材料注入到袋体中来使袋体膨胀，从而填充袋体与钻孔中的自然地面的内表面之间的空隙。版权所有（C）2011，JPO＆INPIT

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