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1. 发明专利

JP2007315038A Casing cap for square steel pipe, and soil improvement construction method using square casing 审中-公开
标题翻译：方钢管套管及土方改良施工方法
公开(公告)号：JP2007315038A
公开(公告)日：2007-12-06
申请号：JP2006145806
申请日：2006-05-25
申请人： Tenox Corp , Zenitaka Corp , 株式会社テノックス , 株式会社錢高組
发明人： FUKADA KAZUYUKI , SAEKI TEI , TSUNODA KUNISUKE , HISHIYAMA TAMOTSU , HISHINUMA NOBORU , OTA KAZUYOSHI , TANAKA HIROYUKI
IPC分类号： E02D13/10 , E02D3/00
摘要： PROBLEM TO BE SOLVED: To provide a casing cap for a square steel pipe which is prepared by adapting a square casing to an existing pile driver, and a soil improvement construction method using a square casing.
SOLUTION: The casing cap 1 for the square steel pipe includes a cylinder 5 held to be vertically movable along a guide post 33 of a pile driver 30, and a square portion 7 which is disposed on the lower part of the cylinder 5 and is fitted removably on the square casing 3 made of a square steel pipe. The square portion 7 is so connected to the cylinder 5 as to be rotatable relatively thereto.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种通过使方形壳体适应现有的打桩机而制备的方钢管套管，以及使用方形壳体的土壤改良施工方法。解决方案：用于方钢管的壳体盖1包括保持为可沿着打桩机30的引导柱33垂直移动的缸体5和设置在缸体5的下部的方形部分7 并且可拆卸地装配在由方钢管制成的方形壳体3上。正方形部分7与气缸5相连以便可相对于其旋转。版权所有（C）2008，JPO＆INPIT

2. 发明专利

JP2005299087A Junction coupling of tunnel, junction structure of tunnel and junction method of tunnel 有权
标题翻译：隧道连接结构，隧道结结构及隧道连接方法
公开(公告)号：JP2005299087A
公开(公告)日：2005-10-27
申请号：JP2004112234
申请日：2004-04-06
申请人： Sekisui Chem Co Ltd , Taisei Corp , Zenitaka Corp , 大成建設株式会社 , 株式会社錢高組 , 積水化学工業株式会社
发明人： FUKADA KAZUYUKI , NAKASUJI TOMOYUKI , KAGEYUKI HIDEO , MIURA HIROYUKI , NISHIDA YOSHIO , WATANABE MASAYOSHI , TAKAMIZAWA KAZUO , KANEKO KENICHI , ITO GIICHI , TANIGUCHI RYOICHI , ONISHI ATSUSHI , TAKADA MASARU
IPC分类号： E21D9/06 , E21D11/04
摘要： PROBLEM TO BE SOLVED: To safely and efficiently merge tunnels, to share parts, to reduce the term of works and remarkably reduce the cost of works, and to cope with various angles of confluence.
SOLUTION: This junction coupling 1 is used at the initial stage of confluence, and provided with a main track side socket 8 storing a permanent structure segment 4 of the main track tunnel 2 side, and a lamp side socket 9 storing the permanent structure segment 4 of the lamp tunnel 3 side. The storing spaces 12, 13 of both sockets 8, 9 are preset larger. In the junction structure 30 used at the middle stage of confluence, a blade-type segment 31 is used in common, so that a gap is adjusted by the lamp side taper segment 32 and a space liner 33. In the junction structure 40 used at the final stage of confluence, the main track side taper segment 41, the lamp side taper segment 42 and a taper liner 44 are used.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：安全高效地合并隧道，共享零件，减少工期，显着降低工程成本，并应对各种合流的角度。解决方案：该汇流耦合器1在汇流的初始阶段使用，并设有主轨道侧插座8，其存储主轨道2侧的永久结构段4，以及灯侧插座9，其存储永磁体灯管3侧的结构段4。两个插槽8,9的存放空间12,13预先设定得较大。在合流中段使用的接合结构30中，共同使用叶片式段31，从而通过灯侧锥形段32和空间衬垫33来调节间隙。在用于使用汇流的最后阶段，主轨道侧锥形段41，灯侧锥形段42和锥形衬套44。版权所有（C）2006，JPO＆NCIPI

3. 发明专利

JP2013031793A Disposal method of sludge waste 审中-公开
标题翻译：垃圾处理方法
公开(公告)号：JP2013031793A
公开(公告)日：2013-02-14
申请号：JP2011168345
申请日：2011-08-01
申请人： Zenitaka Corp , 株式会社錢高組
发明人： FUKADA KAZUYUKI , SAITO MASARU , HARADA NAOYUKI , TSUNODA KUNISUKE
IPC分类号： C02F11/00 , B09B1/00 , B09B3/00 , B09B5/00
摘要： PROBLEM TO BE SOLVED: To provide a disposal method of sludge waste, by which disposal space of a large amount of sludge waste produced by natural disaster such as an earthquake, a flood, a tsunami and a typhoon can be easily secured and the sludge waste can be treated at low cost.SOLUTION: The disposal method of sludge waste includes: a classification process for classifying disposal targets being sludge waste into two or more groups having different grain size; and an underground input process for compulsorily inputting at least one group of the disposal target among two or more groups into an underground gap. The underground input process is carried out by an input method handling the grain size of each group.
摘要翻译：要解决的问题：为了提供污泥废弃物的处理方法，可以容易地确保由诸如地震，洪水，海啸和台风等自然灾害产生的大量污泥废物的处理空间，污泥废物可以低成本处理。污泥处理方法包括：将污泥废物处理目标分类为两个或两个以上粒度不同的组的分类程序; 以及将两组以上组中的至少一组处置对象强制输入地下间隙的地下输入处理。地下输入过程通过处理每个组的粒度的输入方法进行。版权所有（C）2013，JPO＆INPIT

4. 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

5. 发明专利

JP2012251354A Earth retaining sheet pile, structure with vertical shaft using the earth retaining sheet pile, and direct start and arrival method from earth retaining wall 审中-公开
标题翻译：地板保持板，使用地板保持板的垂直轴的结构，以及从地球保持墙直接开始和到达的方法
公开(公告)号：JP2012251354A
公开(公告)日：2012-12-20
申请号：JP2011124358
申请日：2011-06-02
申请人： Zenitaka Corp , 株式会社錢高組 , Dic Kako Kk , Dic化工株式会社
发明人： FUKADA KAZUYUKI , TAKENAKA KAZUYUKI , SHIRAKO MASANORI , KANEMOTO MICHINARI , MIHATA ICHIRO
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide an earth retaining sheet pile which can be cut directly with a cutter part of a shield machine and others without melting a part of a steel sheet pile installed at the front in which the shield machine and others pass, when digging a foundation by the shield machine and others; and a structure with a vertical shaft using the earth retaining sheet pile.SOLUTION: When digging a foundation with a shield machine and others, an earth retaining sheet pile in which a steel sheet pile is connected with a sheet pile of easily-cut member that can be cut with a cutter part of the shield machine and others is used as the earth retaining sheet pile to be installed in the travel direction of the shield machine and others, so that the sheet pile of easily-cut-member can be cut directly with the cutter part of the shield machine and others.
摘要翻译：要解决的问题：提供一种可以用屏蔽机等的切割部分直接切割的保土纸桩，而不会熔化安装在屏蔽机等的前部的钢板桩的一部分通过盾牌机等挖掘基础时，以及使用土保持板桩的垂直轴的结构。解决方案：当用盾构机等挖掘地基时，将钢板桩与容易切割的片材桩连接的接地保持片桩，该片桩能够用盾构机的切割器部分切割其他的被用作沿着屏蔽机等的行进方向安装的接地保持片桩，从而可以用盾构机等的切割部分直接切割容易切割的片桩。版权所有（C）2013，JPO＆INPIT

6. 发明专利

JP2006257826A Earth retaining structure using double steel sheet pile, driving construction method of double steel sheet pile and starting-arriving construction method of shield machine using double steel sheet pile 有权
标题翻译：使用双钢板桩的地球保持结构，双钢板桩的起动施工方法和起重机施工方法使用双钢板桩
公开(公告)号：JP2006257826A
公开(公告)日：2006-09-28
申请号：JP2005079957
申请日：2005-03-18
申请人： Sumitomo Metal Ind Ltd , Zenitaka Corp , 住友金属工業株式会社 , 株式会社錢高組
发明人： TAKENAKA KAZUYUKI , TSUNODA KUNISUKE , FUKADA KAZUYUKI , KAMEYAMA AKIHISA , OKUDA YOICHI
IPC分类号： E02D5/04 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To safely and quickly start a shield machine from a shaft constructed by an earth retaining structure and enable arrival at the shaft, while preventing the inflow of sediment from an external part by improving mechanical strength of the earth retaining structure using a steel sheet pile.
SOLUTION: This earth retaining structure 24 is provided with a double steel sheet pile 1 composed of an inside steel sheet pile 14 and an outside steel sheet pile 15 superposably arranged on the inside and outside in a close contact state; and is formed in a shape having a bending molding part 5 of bending the steel sheet pile 2 in a projecting shape or a recessed shape and a horizontal overhang part 6 for horizontally overhanging both ends of the bending molding part 5 and arranging a connecting joint 10 on the tip; and adopts a connecting structure for mutually alternately arranging the inside-outside steel sheet piles 2 by respectively dislocating a half pitch by a half pitch; and uses the double steel sheet pile 1 of the structure even in this starting-arriving construction method of the shield machine 20.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了安全快速地从由接地保持结构构成的轴上启动屏蔽机，并且能够抵达轴，同时通过提高地球保持力的机械强度来防止沉积物从外部流入使用钢板桩的结构。解决方案：该接地保持结构24设置有由内侧钢板桩14和外侧钢板桩15组成的双层钢板桩1，该钢板桩16在紧密接触的状态下在内侧和外部重叠地布置; 并且形成为具有将钢板桩2弯曲成突出形状或凹形的弯曲成形部5的形状和水平伸出部6，水平伸出弯曲成型部5的两端，并且配置连接接头10 在提示上并且采用通过将半间距分别偏离半间距来相互交替地布置内侧钢板桩2的连接结构; 并且即使在盾构机20的起始到达施工方法中也采用该结构的双层钢板桩1。（C）2006年，JPO＆NCIPI

7. 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

8. 发明专利

JP2005090130A Cuttable member for shaft wall, columnar body for shaft wall, shaft wall and method of manufacturing cuttable member for shaft wall 审中-公开
标题翻译：用于轴瓦的可切割构件，用于轴瓦的壁体，轴瓦和用于制造用于轴瓦的可切割构件的方法
公开(公告)号：JP2005090130A
公开(公告)日：2005-04-07
申请号：JP2003326467
申请日：2003-09-18
申请人： Sekisui Chem Co Ltd , Zenitaka Corp , 株式会社錢高組 , 積水化学工業株式会社
发明人： FUKADA KAZUYUKI , IDA TAKAHISA , TAKENAKA KAZUYUKI , HAYASHI KENICHIRO , TANIGUCHI RYOICHI , KUBOTA MOTOTAKA
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a shaft wall having higher strength, by providing a cuttable member 15 causing little breaking by shearing.
SOLUTION: This cuttable member 15 for the shaft wall is formed by superposing a fiber reinforced body 15a of the substantially same shape so that a superposing surface 16 becomes parallel to the arranging direction of fiber, by using the fiber reinforced body 15a of the specific direction in the arranging direction of the fiber. A reinforcing layer 20 having the fiber is arranged on a surface or the superposing surface.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种具有较高强度的轴壁，通过提供通过剪切几乎不破裂的可切割构件15。解决方案：通过将基本相同形状的纤维增强体15a叠合，使叠合面16与纤维排列方向平行，通过使用纤维增强体15a，使纤维增强体15a 纤维排列方向的具体方向。具有纤维的加强层20设置在表面或叠合表面上。版权所有（C）2005，JPO＆NCIPI

9. 发明专利

JP2013100664A Underground structure with groundwater conduction function, manufacturing method thereof and maintenance method thereof 有权
标题翻译：地下结构与地下水导流功能，其制造方法及其维护方法
公开(公告)号：JP2013100664A
公开(公告)日：2013-05-23
申请号：JP2011244407
申请日：2011-11-08
申请人： Zenitaka Corp , 株式会社錢高組
发明人： FUKADA KAZUYUKI , MORI MASATSUGU , TAKENAKA KAZUYUKI
IPC分类号： E21D11/00
摘要： PROBLEM TO BE SOLVED: To provide an underground structure with a groundwater conduction function which is capable of presenting effectively both a rock mass collapse prevention function and a water conduction function without eccentricity and, when the water conduction function is deteriorated by clogging, to recover the deteriorated water conduction function.SOLUTION: An underground structure 8 comprises a plurality of lines of doughnut-shaped bag body rings 10, 10, ... which are provided around the underground structure 8 and are expanded by being filled internally with back-filling materials to be brought into contact with both an outer surface 9 of the underground structure and an excavation surface (g) of a rock mass confronted with the outer surface, and water-permeable back-filling material rings 7, 7, ... which are provided in a space S formed from at least one set of neighboring doughnut-shaped bag body rings, the outer surface of the underground structure and the excavation surface. Further, holes for cleaning are provided.
摘要翻译：要解决的问题：提供一种具有地下水导电功能的地下结构，其能够有效地呈现不偏心的岩体崩塌防止功能和导水功能，并且当导水功能由于堵塞而恶化时，以恢复劣化的水传导功能。解决方案：地下结构8包括多个环形袋体环10,10等线，它们设置在地下结构8周围，并通过在内部填充填充材料而膨胀成为与地下结构的外表面9和与外表面相对的岩体的挖掘表面（g）和与透水的填充材料环7,7等相接触，由至少一组邻近的环形袋体环形成的空间S，地下结构的外表面和挖掘表面。此外，提供用于清洁的孔。版权所有（C）2013，JPO＆INPIT

10. 发明专利

JP2010188261A Method for reducing offensive odor and contaminated soil sampler in excavating contaminated soil 审中-公开
标题翻译：减少污染土壤侵蚀性气味和污染土壤取样器的方法
公开(公告)号：JP2010188261A
公开(公告)日：2010-09-02
申请号：JP2009034160
申请日：2009-02-17
申请人： Mitsubishi Gas Chemical Co Inc , Zenitaka Corp , 三菱瓦斯化学株式会社 , 株式会社錢高組
发明人： FUKADA KAZUYUKI , SAEKI TEI , KURIZUKA KAZUNORI , TANABE AKIHIRO , NANBA SATORU
IPC分类号： B09C1/02 , A61L9/01 , A61L9/14 , A61L9/16 , B09C1/08 , E02F7/00
摘要： PROBLEM TO BE SOLVED: To provide a method for reducing an odor (offensive odor) generated from contaminated soil contained in soil and a contaminated soil sampler, in excavating the contaminated soil containing oils and volatile organic compounds (VOCs). SOLUTION: The system includes a first step of partitioning an excavation area with a liquid curtain formed by a deodorant or deodorant suspension, a second step of allowing an excavating/sampling section of the soil sampler to pass through the liquid curtain from the outside of the liquid curtain to reach the excavation area inside the liquid curtain to excavate the contaminated soil and sample the same into the excavating/sampling section, and a third step of allowing the contaminated soil held inside the excavating/sampling section in the second step to pass through the liquid curtain to move the same soil to another place, thereby preventing the offensive odor from being diffused by allowing the offensive odor generated in excavating the contaminated soil to gas-liquid contact the liquid curtain. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种减少土壤中污染土壤和污染土壤取样器产生的气味（恶臭）的方法，用于挖掘含有油和挥发性有机化合物（VOC）的污染土壤。解决方案：该系统包括用由除臭剂或除臭剂悬浮液形成的液体帘幕来分割挖掘区域的第一步骤，允许土壤取样器的挖掘/取样部分从第二步骤通过液体帘幕的第二步骤在液幕之外到达液幕内的挖掘区域以挖掘污染的土壤并将其采样到挖掘/取样部分中，并且在第二步骤中允许在挖掘/取样部分内保持的污染土壤的第三步骤通过液体幕帘将相同的土壤移动到另一个地方，从而通过允许在挖掘污染的土壤中产生的令人反感的气味与液体液体接触来防止恶臭气味的扩散。版权所有（C）2010，JPO＆INPIT

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