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111. 发明专利

JP2005036517A Shield-excavated soil dehydrating method 审中-公开
标题翻译：施工土壤脱水方法
公开(公告)号：JP2005036517A
公开(公告)日：2005-02-10
申请号：JP2003274905
申请日：2003-07-15
申请人： Penta Ocean Constr Co Ltd , 五洋建設株式会社
发明人： TANI YUICHI , NOMOTO GIICHI , INOASHI NOBORU
IPC分类号： E21D9/13
摘要： PROBLEM TO BE SOLVED: To provide a shield-excavated soil dehydrating method which carries out continuous dehydration/volume reduction of generated shield-excavated soil with a high water content, in a small space, to thereby produce soil with a strength that is sufficient for recycling of the soil as civil engineering materials. SOLUTION: According to the shield-excavated soil dehydrating method, the shield-excavated soil with the high water content discharged from an earth pressure type or a slurry type shield machine 1, is stored in an excavated soil tank 21, and the stored excavated soil with the high water content is continuously and successively fed to an agitation and coagulation tank 22 and a continuous dehydrating machine 23. In the agitation and coagulation tank 22, a coagulant is added to the excavated soil to prepare coagulated soil which is then charged into the continuous dehydrating machine 23 where dehydrating treatment is carried out to produce dehydrated cake. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种盾构开挖的土壤脱水方法，其在小空间中进行具有高含水量的生成的盾构开挖土壤的连续脱水/体积减少，从而产生强度为足以作为土木工程材料回收土壤。
解决方案：根据盾构开挖土壤脱水方法，将从土压力排出的含水量高的盾构开挖土壤或泥浆型盾构机1储存在挖土槽21中，储存的高含水量的开挖土壤连续依次送入搅拌和凝结槽22和连续脱水机23.在搅拌和凝结槽22中，向挖掘的土壤中加入凝结剂，制备凝结土，加入进行脱水处理的连续脱水机23中，生成脱水饼。版权所有（C）2005，JPO＆NCIPI

112. 发明专利

JP2004346504A Additive injection method and additive injector 有权
标题翻译：添加剂注射方法和添加剂注射器
公开(公告)号：JP2004346504A
公开(公告)日：2004-12-09
申请号：JP2003141634
申请日：2003-05-20
申请人： Penta Ocean Constr Co Ltd , 五洋建設株式会社
发明人： IKEDA SHOZO , MORIYA NORIAKI
IPC分类号： E02F7/00 , B01J4/00
摘要： PROBLEM TO BE SOLVED: To provide an additive injection method and an additive injector capable of finely adding an additive such as a hardener or the like to a substance to be conveyed such as earth and sand or the like flowing through compressed air in a conveying pipe.
SOLUTION: The additive is injected to the inside of the conveying pipe 10 by the additive injector 11 placed in the middle part of the conveying pipe 10 flowing divided into a large number of lump plugs S, S∼, and in the additive injection method for adding the additive to each plug S, a pressure detecting means 16 is placed on an upstream side from the additive injector 11 of the conveying pipe, a passing detecting means 18 is placed on the directly front section of the upstream side of the additive injector of the conveying pipe, a proper injection amount of the additive corresponding to each plug is calculated based on pressure peak value P obtained by the pressure detecting means 16, the additive is injected in the conveying pipe 10 by the additive injector 11 based on proper data Dn to be calculated and passing timing Tn of the plug detected by the passing detecting means 18, and a proper amount of the additive can be added to each plug S.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种添加剂注入方法和添加剂注入器，其能够将诸如硬化剂等的添加剂微细地添加到流过压缩空气的被输送物质例如泥土等中输送管。
解决方案：通过放置在输送管10的中间部分中的添加剂注入器11将添加剂注入输送管10的内部，流入分配到大量块塞S，S〜用于将添加剂添加到每个塞子S的注入方法，压力检测装置16放置在从输送管的添加剂注入器11的上游侧，通过检测装置18放置在输送管的上游侧的直接前部基于由压力检测装置16获得的压力峰值P计算出与每个塞子相对应的添加剂的合适的喷射量，通过添加剂喷射器11将添加剂注入到输送管10中，基于通过检测装置18检测到的插头的正确数据Dn和通过时刻Tn，并且可以向每个插头S添加适量的添加剂。（C）2005，JPO＆NCIPI

113. 发明专利

JP2004339935A Work method for connecting shield tunnel with existing tunnel 有权
公开(公告)号：JP2004339935A
公开(公告)日：2004-12-02
申请号：JP2004225785
申请日：2004-08-02
申请人： Penta Ocean Constr Co Ltd , 五洋建設株式会社
发明人： UEDA MASAKI , HIRAI MIKIO , TAKAHASHI HARUO , FURUTA TETSUO
IPC分类号： E21D9/06 , E21D9/08
摘要： PROBLEM TO BE SOLVED: To enable cutting the covering of an existing tunnel, while maintaining its stability or balanced conditions, and water stop to be done easily and completely, after the completion of the cutting work, without any flood within the tunnel.
SOLUTION: A shield machine 12 having a rotary cutter ring 14 with a cutting bit equipped at its leading end is used to excavate a new tunnel 11 crossing an existing tunnel 10. At the time when the cutter ring 14 at a position close to the existing tunnel 10 is advanced to cut the covering of the existing tunnel and open a penetration hole, a filling layer 16 made of concrete or the like is formed beforehand in such a thickness that the leading end of the layer 16 may not protrude in the existing tunnel 10 inside the tunnel at a position where a new tunnel is connected with the existing tunnel. The filling layer 16 is formed after the completion of cutting work by the cutter ring 14. After the covering 10a of existing tunnel 10 is cut with the cutter ring 14, part of the filling layer 16 located within the cutting ring is removed to open the penetration hole.
COPYRIGHT: (C)2005,JPO&NCIPI

114. 发明专利

JP2004324734A Structure for fixing panel 审中-公开
公开(公告)号：JP2004324734A
公开(公告)日：2004-11-18
申请号：JP2003118704
申请日：2003-04-23
申请人： Nikko Co , Penta Ocean Constr Co Ltd , ニッコー株式会社 , 五洋建設株式会社
发明人： ODA YASUHIRO , NISHIDA HITOSHI
IPC分类号： E01D19/10 , E01D2/00 , E04B1/38 , E04B1/82 , E04B1/92 , F16B5/02 , F16B39/02 , H05K9/00
摘要： PROBLEM TO BE SOLVED: To provide a fixing structure for preventing bolts and screws from loosening even if a panel is fixed to a structure for receiving vibration by the bolts and screws. SOLUTION: In a method for fixing the panel A to a fixing member B, such as a building frame, by the bolts 1 and screws 1', a washer 3 in which a recess 5 is formed at the center corresponding to the head section of the bolts and screws is subjected to rotation-stop fixation to the panel at the mounting position of the bolts and screws to the panel A, the shank of the bolts and screws is inserted into a passage hole 6 open at the center of the recess 5 of the washer 3 for fixation, and a rotation-stop member 8 is filled into the gap between the recess 5 and the head periphery of the bolts 1 and the screws 1', thus preventing the loosening of the bolts and screws. COPYRIGHT: (C)2005,JPO&NCIPI

115. 发明专利

JP2004315888A Cathode anticorrosion system 审中-公开
公开(公告)号：JP2004315888A
公开(公告)日：2004-11-11
申请号：JP2003111316
申请日：2003-04-16
申请人： Nippan Kenkyujo Co Ltd , Penta Ocean Constr Co Ltd , 五洋建設株式会社 , 株式会社日板研究所
发明人： KAMIBAYASHI YOSHIKI , KOMATSU SEIJI , NAITO HIDEHARU , ABE KATSUTOSHI
IPC分类号： C23F13/00
摘要： PROBLEM TO BE SOLVED: To provide a low-cost durable cathode anticorrosion system where corrosion protection for a concrete structure is performed by using an external power source. SOLUTION: In the cathode anticorrosion system, the surface of a concrete structure is provided with an inorganic ceramic coating film having electrical conductivity, and with a steel in the structure as the cathode and the inorganic ceramic coating film as the anode, energizing is performed to the space between the anode and the cathode by using an external power source to attain the corrosion protection of the steel material. COPYRIGHT: (C)2005,JPO&NCIPI

116. 发明专利

JP2004308157A Structure for aquatic creature 有权
标题翻译：水产养殖结构
公开(公告)号：JP2004308157A
公开(公告)日：2004-11-04
申请号：JP2003100320
申请日：2003-04-03
申请人： Penta Ocean Constr Co Ltd , 五洋建設株式会社
发明人： ISHIZAWA HIDEFUMI , ZAIMA MASAYOSHI , ENDO YUKIO , NAKASE KOTA
IPC分类号： A01K61/00 , E02B3/06
CPC分类号： Y02A40/81 , Y02A40/834
摘要： PROBLEM TO BE SOLVED: To provide a structure for aquatic creatures capable of improving living environment for aquatic creatures.
SOLUTION: The structure 1 for aquatic creatures has a shelf 5 for aquatic creatures in the position of the tidal zone of piles 4 erected in the sea 3 and forms a cavity 6 without hindrance in the underside of the shelf 5 for aquatic creatures, and a plurality of communication holes 14 connected to the cavity 6 are provided in the shelf 5 for the aquatic creatures.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供能够改善水生生物生活环境的水生生物结构。
解决方案：水生生物的结构1具有在竖立在海中的桩4潮汐带位置的水生生物的搁架5，并且在水下生物的架子5的下侧形成空腔6 并且在用于水生动物的搁架5中设置有连接到空腔6的多个连通孔14。版权所有（C）2005，JPO＆NCIPI

117. 发明专利

JP2004250880A Waterproof sheet joining device and joining method 有权
公开(公告)号：JP2004250880A
公开(公告)日：2004-09-09
申请号：JP2003039610
申请日：2003-02-18
申请人： Ishikawajima Harima Heavy Ind Co Ltd , Okumura Corp , Penta Ocean Constr Co Ltd , Taisei Corp , 五洋建設株式会社 , 大成建設株式会社 , 株式会社奥村組 , 石川島播磨重工業株式会社
发明人： TOMIMATSU HIROAKI , WAKECHIGAI TAKASHI , SAKAE TAKESHI , HAGA YUKIO , SHIMADA TETSUJI , HARA SHUICHI , TAKAHASHI HARUO , NOMOTO GIICHI , IWAMOTO NORIKAZU , HATAYAMA EIICHI , FUKUI MASAYA , MISAWA TAKASHI
IPC分类号： E21D11/38
摘要： PROBLEM TO BE SOLVED: To perform welding of high sealing performance by removing creases of a waterproof sheet.
SOLUTION: This waterproof sheet joining device 1 for joining a circumferentially extended overlap part 7 of a newly installed waterproof sheet 5 and an existing waterproof sheet 6 wound up in cylindrical shape in a tunnel boring machine 2, is provided with a waterproof sheet receiving frame 9 formed along the inner periphery of a tail frame 8; a welding device 11 for welding the overlap part while moving along the overlap part of the newly installed waterproof sheet 5 and existing waterproof sheet 6 wound in cylindrical shape along the inner peripheries; and a waterproof sheet crease removing device 12 positioned ahead in the proceeding direction to press the newly installed waterproof sheet 5 toward the inner peripheral surface of the waterproof sheet receiving frame 9, to stretch the creases, preceding welding by the welding device 11.
COPYRIGHT: (C)2004,JPO&NCIPI

118. 发明专利

JP2004218280A Tunnel boring machine for underground connection and underground connection method for the tunnel 有权
公开(公告)号：JP2004218280A
公开(公告)日：2004-08-05
申请号：JP2003007017
申请日：2003-01-15
申请人： Alpha Civil Engineering:Kk , Kyowa Exeo Corp , Penta Ocean Constr Co Ltd , 五洋建設株式会社 , 株式会社アルファシビルエンジニアリング , 株式会社協和エクシオ
发明人： YOMOTO JUNICHI , SUZUKI HIDEAKI , SAKAI EIJI , TOKIEDA NAOTO , MIYOSHI TOSHIYASU , IWAMOTO NORIKAZU , INADA TORU
IPC分类号： E21D9/06 , E21D9/087
摘要： PROBLEM TO BE SOLVED: To provide a tunnel excavator and its underground connection capable of executing the underground connection of tunnels in low costs and in a short time without ground improvement. SOLUTION: The tunnel excavator 1 for underground connection is constituted of a ring cutter 4 installed in the front part of a shield machine body 2, slidable in the excavation direction and freely rotatable in the circumferential direction and a cutter head 5 provided with an extensible/contractible cutter 30 installed in the front part of the ring cutter 4, radially extensible from the front end of the cutter spoke 29. The extensible cutter 30 extended from the front end of the cutter spoke 29 is fixed to the fixing means of the ring cutter 4 inside face, the ring cutter 4 is rotated by the rotation of the extensible cutter 30. COPYRIGHT: (C)2004,JPO&NCIPI

119. 发明专利

JP2004174372A Detoxifying processing method for organic chlorine compound 有权
公开(公告)号：JP2004174372A
公开(公告)日：2004-06-24
申请号：JP2002343521
申请日：2002-11-27
申请人： Penta Ocean Constr Co Ltd , 五洋建設株式会社
发明人： KUBOI TAKASHI , NISHINE SHUHEI , UEDA KAZUYA , ARAI MASAHIDE
IPC分类号： A62D3/37 , A62D3/38 , A62D101/08 , A62D101/22 , A62D101/28 , B09B3/00 , B09C1/02 , B09C1/06 , B09C1/08 , C02F11/12 , F23G7/00 , F23G7/06 , F26B17/32 , F26B21/00
摘要： PROBLEM TO BE SOLVED: To provide a detoxifying processing method for an organic chlorine compound capable of safely detoxifying by heating/dechlorination even when a contaminant contaminated by the organic chlorine compound contains a moisture content.
SOLUTION: In the detoxifying processing method for the organic chlorine compound, the contaminant containing the organic chlorine compound is dried (S03); the dried contaminant is crushed (S05); an organic chlorine compound detoxifying reagent is thrown to the crushed contaminant (S06); the contaminant in which the crushed contaminant is mixed with the organic chlorine compound detoxifying reagent is heated (S09); the gas generated at heating of the contaminant is treated. The organic chlorine compound can be detoxified/processed without releasing the organic chlorine compound to the outside by burning the moisture content generated at the drying step and air including the evaporated organic chlorine compound by a burning device.
COPYRIGHT: (C)2004,JPO

120. 发明专利

JP2004169504A Brace-less earthquake resistant reinforcement method for rc construction 有权
公开(公告)号：JP2004169504A
公开(公告)日：2004-06-17
申请号：JP2002339274
申请日：2002-11-22
申请人： High Frequency Heattreat Co Ltd , Katsuhiko Imai , Kanayama Komuten:Kk , Penta Ocean Constr Co Ltd , 五洋建設株式会社 , 克彦今井 , 株式会社金山工務店 , 高周波熱錬株式会社
发明人： IMAI KATSUHIKO
IPC分类号： E04G23/02 , E04H9/02
CPC分类号： E04H9/02 , E04H9/028
摘要： PROBLEM TO BE SOLVED: To provide a brace-less earthquake resistant reinforcement method for an RC construction capable of refreshing the external appearance of a building without hindering the spaciousness of a window or the like by eliminating the mounting of a brace even if a steel framed framework is reinforced from the outside and maintaining a state combining the existing RC construction with the steel framed framework as long as possible even if a large horizontal load repeatedly acts by an earthquake or the like.
SOLUTION: An H-shaped steel frame 3 is mounted to an existing RC column 5 located on an exterior wall surface and an existing RC beam 8 extending in both right and left directions to support an exterior wall or the like. The brace is not provided to the framework formed thereby. For an H-shaped steel column 4 mounted to the existing RC column 5, the approximately same flexural rigidity as that of the existing RC column 5 is selected. Accordingly, when the horizontal load is given from the existing RC beam 8 or an H-shaped steel beam 6 by an earthquake or the like, the existing RC column 5 and the H-shaped steel column 4 are deformed in the same levels, and stress additionally occurring in a joint region of both of them is controlled as small as possible.
COPYRIGHT: (C)2004,JPO

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