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1. 发明专利

JP2006159112A Microorganism carrying battery combined electrolyzer, and electrolytic method using the same 审中-公开
标题翻译：携带电池组合电解质的微生物和使用该电解质的电解方法
公开(公告)号：JP2006159112A
公开(公告)日：2006-06-22
申请号：JP2004355678
申请日：2004-12-08
申请人： Mitsui Eng & Shipbuild Co Ltd , National Institute Of Advanced Industrial & Technology , 三井造船株式会社 , 独立行政法人産業技術総合研究所
发明人： NOZAKI TAKESHI , NEGISHI AKIRA , KASHIWABARA TAKENORI , KATO TORU , KATO TAKESHI , TAKAHASHI JUNICHI , UMETSU KAZUTAKA , HAMAMOTO OSAMU , ONO JUNJI , WATANABE MASAO , MATSUMOTO NAMI
IPC分类号： C02F3/34 , B01D53/38 , B01D53/50 , B01D53/52 , B01D53/81 , C02F1/461 , C02F3/10 , H01M8/16
CPC分类号： Y02A50/2358 , Y02E60/527 , Y02W10/15
摘要： PROBLEM TO BE SOLVED: To provide an apparatus which advantageously performs hydrogen sulfide treatment (desulfurization), organic waste water treatment and nitrogen removing treatment. SOLUTION: A battery combined electrolyzer has a membrane electrode conjugant equipped with a microorganism carrying porous electrode 1, a counter electrode 2 coming into contact with an oxidizing substance and a diaphragm 3 held between the porous electrode 1 and the counter electrode 2 and has a means for supplying/discharging liquid or/and gas to/from each of both electrodes. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种有利地进行硫化氢处理（脱硫），有机废水处理和脱氮处理的装置。解决方案：电池组合电解器具有装有携带多孔电极1的微生物，与氧化物质接触的对电极2和保持在多孔电极1和对电极2之间的隔膜3的膜电极共轭体，以及具有用于向/从每个两个电极供应/排出液体或/和气体的装置。版权所有（C）2006，JPO＆NCIPI

2. 发明专利

JP2006101831A Method for producing hydrogen 有权
标题翻译：生产氢的方法
公开(公告)号：JP2006101831A
公开(公告)日：2006-04-20
申请号：JP2004296521
申请日：2004-10-08
申请人： Mitsui Eng & Shipbuild Co Ltd , National Institute Of Advanced Industrial & Technology , 三井造船株式会社 , 独立行政法人産業技術総合研究所
发明人： NOZAKI TAKESHI , NEGISHI AKIRA , KASHIWABARA TAKENORI , KATO TORU , KATO TAKESHI , TAKAHASHI JUNICHI , UMETSU KAZUTAKA , HAMAMOTO OSAMU , ONO JUNJI , WATANABE MASAO , MATSUMOTO NAMI
IPC分类号： C12P3/00 , C01B3/02
CPC分类号： Y02P20/134
摘要： PROBLEM TO BE SOLVED: To provide a method for industrially advantageously produce hydrogen gas from biomass. SOLUTION: The method for producing hydrogen is characterized by comprising bringing an anaerobically fermented liquid at or below pH 5.5 into contact with acting electrodes at -0.35V(silver-silver chloride electrodes potential reference) or more basely polarized ones that carry microorganisms. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：待解决的问题：提供一种在工业上有利地从生物质产生氢气的方法。解决方案：生产氢气的方法的特征在于包括使等于或低于pH 5.5的厌氧发酵液体与-0.35V（银 - 氯化银电极电位参考）的作用电极或携带微生物的基极极化的。版权所有（C）2006，JPO＆NCIPI

3. 发明专利

JP2014111924A Offshore wind power generator and wind turbine control apparatus 有权
标题翻译：海上风力发电机和风力发电机控制装置
公开(公告)号：JP2014111924A
公开(公告)日：2014-06-19
申请号：JP2013066638
申请日：2013-03-27
申请人： Mitsui Eng & Shipbuild Co Ltd , 三井造船株式会社
发明人： HISATANI MASUJIRO , ONO JUNJI , TSUJI YASUYUKI
IPC分类号： F03D7/04 , F03D9/00
CPC分类号： Y02E10/723 , Y02E10/725
摘要： PROBLEM TO BE SOLVED: To effectively suppress fluctuations of a floating structure and a wind turbine caused by a disturbance, in an offshore wind power generator installed on the floating structure or on a sea bottom.SOLUTION: On the basis of the number of rotations of a rotor shaft 25 of a power generator 26 provided in the wind turbine which is provided on the top of a tower installed on the floating structure or on a sea bottom, an output basic control including a PI (or PID) operation associated with the power generator 26 is made by a generator torque control unit 27. On the basis of the number of rotations of the rotor shaft 25, a pitch-angle basic control including the PI (or PID) operation associated with a blade pitch angle of the wind turbine is made by a blade pitch control unit 21. A correction control part 22 corrects the output basic control based on the output of the power generator 26 and/or generates a correction signal for correcting the pitch-angle basic control based on fluctuations, etc., of the wind turbine. An adaptive-identification disturbance-cancellation control is applied to the control by the correction control part 22 or 47.
摘要翻译：要解决的问题：在浮动结构或海底安装的海上风力发电机中，有效地抑制由扰动引起的浮动结构和风力涡轮机的波动。解决方案：基于旋转次数设置在风力涡轮机中的发电机26的转子轴25，其设置在安装在浮动结构或海底上的塔的顶部上，输出基本控制包括与该功率相关联的PI（或PID）操作发电机26由发电机转矩控制单元27制成。基于转子轴25的转数，包括与风力涡轮机的叶片俯仰角相关联的PI（或PID）操作的俯仰角基本控制由叶片桨距控制单元21制成。校正控制部分22基于发电机26的输出校正输出基本控制和/或生成用于校正俯仰角基本控制基座的校正信号关于风力涡轮机的波动等。自适应识别干扰消除控制由校正控制部分22或47应用于控制。

4. 发明专利

JP2012091897A Support device of telescopic boom for mounting crane for construction of tower structure 有权
标题翻译：用于安装塔式结构的安装起重机的支撑装置
公开(公告)号：JP2012091897A
公开(公告)日：2012-05-17
申请号：JP2010239344
申请日：2010-10-26
申请人： Mitsui Eng & Shipbuild Co Ltd , 三井造船株式会社
发明人： MINAMI YOICHI , KAWAMOTO ATSUSHI , ONO JUNJI , OGIWARA TAKESHI , NISHIMURA MASAZUMI , KANETOMO MIKIO
IPC分类号： B66C23/20
摘要： PROBLEM TO BE SOLVED: To stabilize a telescopic boom to construct a high column, by making the telescopic boom be sequentially supported on stacked column members, wherein the telescopic boom is for mounting a crane used for construction of tower structure such as highly-stacked columns and a tower.SOLUTION: A column receiving base 6 is disposed to be movable forward and backward to a mounting base 5 fixed to each boom of the telescopic boom 1, and the column receiving base 6 is provided with a pair of holding arms 7 swinging between a holding position holding the column member 2 and a release position releasing the column member 2. A roller chain 8 is disposed inside the holding arm 7 so that a diameter of the roller chain 8 can be reduced and the roller chain is linked to the holding arm 7. When the column receiving base 6 is moved forward to press against the column member 2, the column member 2 is held by the holding arms 7, and a chain opening/closing cylinder 8a is operated to pull in the roller chain 8 and reduce the diameter thereof, the roller chain 8 tightens up the column member 2, and the boom is supported by the column member 2.
摘要翻译：要解决的问题：为了稳定伸缩臂来构造高柱，通过使伸缩臂顺序地支撑在堆叠柱构件上，其中伸缩臂用于安装用于塔结构的构造的起重机，例如高度堆叠的塔和塔。解决方案：柱接收基座6设置成能够向前和向后移动到固定到伸缩臂1的每个悬臂上的安装基座5，并且柱接收基座6设置有一对保持臂7，保持柱构件2的保持位置和释放柱构件2的释放位置。滚子链8设置在保持臂7内部，使得滚子链8的直径可以减小，并且滚子链与保持当柱接收基座6向前移动以压靠柱构件2时，柱构件2被保持臂7保持，并且操作链条打开/关闭气缸8a以拉动滚子链8和减小其直径，滚子链条8收紧柱构件2，并且悬臂由柱构件2支撑。版权所有（C）2012，JPO＆INPIT

5. 发明专利

JP2004263803A Gas hydrate storage tank 有权
公开(公告)号：JP2004263803A
公开(公告)日：2004-09-24
申请号：JP2003055872
申请日：2003-03-03
申请人： Mitsui Eng & Shipbuild Co Ltd , 三井造船株式会社
发明人： MARUMOTO TAKAYUKI , ONO JUNJI , HAMAMOTO OSAMU
IPC分类号： B65D88/74 , B65D90/02 , B65D90/32 , F17C11/00
摘要： PROBLEM TO BE SOLVED: To provide a gas hydrate storage tank which is large and can be manufactured at low cost.
SOLUTION: The gas hydrate storage tank is composed of a plurality of unit tanks 6 where a plurality of partitions 5 are arranged at a predetermined interval in the tank main body 1 covered with a heat insulating material 3. A bottom of each unit tank 6 is made in a funnel shape and is provided with an outlet 9 connected to a drain device 19. In each unit tank 6, a temperature sensor 14 is arranged, and carry-in entrances for a cold/hot medium and gas hydrate are provided. A temperature signal of the temperature sensor 14 is introduced to a controller 15 so as to control the supply amount of the cold/hot medium.
COPYRIGHT: (C)2004,JPO&NCIPI

6. 发明专利

JPH11280279A Method and device for laying floor, and floor panel 失效
标题翻译：地板和地板的方法和装置
公开(公告)号：JPH11280279A
公开(公告)日：1999-10-12
申请号：JP8223698
申请日：1998-03-27
申请人： Mitsui Eng & Shipbuild Co Ltd , Shimizu Corp , 三井造船株式会社 , 清水建設株式会社
发明人： SOMA HISASHI , ONO JUNJI , TOMIKAWA SHINICHIRO , MIYASHITA MASAKI , YANO HIROYOSHI , SUMIKAWA YUICHI , ASHIDA YUJI , KODAMA KINYA , OYAMA HIROSHI , YUYAMA YASUKI , HAYASHI KANSABURO , FUJITA SATOSHI , EMOTO SUMIO
IPC分类号： E04H3/14 , E04H4/06
摘要： PROBLEM TO BE SOLVED: To rapidly and easily perform floor laying work and restoration work when temporarily changing a room for a certain purpose into a room for another purpose.
SOLUTION: A number of long floor panels 6 each of which is long enough to extend substantially the overall width or length of a room 1, are piled up and stored in a storage shed 12 provided indoors or in a position facing the room, are sequentially conveyed out, and laid from one end of the room. The height of each part of the floor panel is preset according to its installed position. The floor panel is provided with an engaging part which can be engaged with the other floor panels. The floor panels are conveyed using an airfloating carrying truck. To apply the floor panels to a pool room, the bottom surface of a pool 3 is formed as a movable floor 4 which can be raised to almost the same level as a pool side 5. A laying device having the carrying truck which travels indoors while carrying the floor panels in such a way as to be capable of moving back and forth is used, and the carrying truck can advance into the storage shed.
COPYRIGHT: (C)1999,JPO
摘要翻译：要解决的问题：为了快速，轻松地进行铺设工作和恢复工作，将临时将某一目的的房间更换成为另一目的的房间。解决方案：多个长的地板面板6，其长度足以基本上延伸房间1的整体宽度或长度，堆积并储存在设置在室内或面向房间的位置的储存棚12中，顺序地传出来，从房间的一端铺设。地板面板的每个部分的高度根据其安装位置预先设定。地板镶板设置有可与其他地板镶板接合的接合部分。地板面板使用空气搬运车运送。为了将地板镶板应用于游泳池室，池3的底面形成为可移动的地板4，活动地板4可以升高到与池侧5几乎相同的高度。一种铺设装置，以使用能够前后移动的方式承载地板面板，并且搬运车可以进入储藏棚。

7. 发明专利

JP2009113922A Construction method for tower structure and crane for construction 审中-公开
标题翻译：塔式结构和起重机施工方法
公开(公告)号：JP2009113922A
公开(公告)日：2009-05-28
申请号：JP2007289188
申请日：2007-11-07
申请人： Mitsui Eng & Shipbuild Co Ltd , 三井造船株式会社
发明人： MINAMI YOICHI , ONO JUNJI , KAWAMOTO ATSUSHI
IPC分类号： B66C23/20 , F03D11/04
CPC分类号： Y02B10/30 , Y02E10/72
摘要： PROBLEM TO BE SOLVED: To provide a construction method suitable for the construction of a high-rise tower structure in a tower structure such as a support or a tower, and a crane for construction. SOLUTION: A carriage 11 mounted with a telescopic leg member 10 thereon is made to self-travel up to a construction place of a windmill 1 for power generation and is carried in. A crane 5 is installed at a top part of the leg member 10 and a windmill tower 2 is constructed by the crane 5. Support members of the windmill tower 2 are piled up by the crane 5, while elongating the leg member 10, the windmill tower 2 and the leg member 10 are linked by a linking arm 12, and the leg member 10 is fixed to the windmill tower 2. Overturning moment acting on the leg member 10 is opposed since the leg member 10 is fixed to the windmill tower 2 via the linking arm 12, and the leg member 10 can be elongated up to a high place without requiring a large-scale counter weight. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种适用于在诸如支撑件或塔架的塔架结构中的高层塔式结构的构造和用于构造的起重机的施工方法。解决方案：在其上安装有可伸缩腿部构件10的滑架11自行行进到用于发电的风车1的结构位置，并被承载。起重机5安装在腿部构件10和风车塔架2由起重机5构成。风车塔架2的支撑构件由起重机5堆积，同时使腿部构件10，风车塔架2和腿部构件10延伸通过连接臂12和腿部件10固定在风车塔架2上。作用在腿部件10上的翻转力矩是相反的，因为腿部件10通过连接臂12固定在风车塔架2上，腿部件10 可以伸长到高处，而不需要大的配重。版权所有（C）2009，JPO＆INPIT

8. 发明专利

JP2009052249A Construction method of storage tank in base rock 有权
标题翻译：存储库在基岩中的构造方法
公开(公告)号：JP2009052249A
公开(公告)日：2009-03-12
申请号：JP2007218739
申请日：2007-08-24
申请人： Hokkaido Gas Co Ltd , Ihi Corp , Mitsubishi Heavy Ind Ltd , Mitsui Eng & Shipbuild Co Ltd , Ohbayashi Corp , Osaka Gas Co Ltd , Seibu Gas Co Ltd , Shimizu Corp , Taisei Corp , Teikoku Oil Co Ltd , Toho Gas Co Ltd , Tokyo Gas Co Ltd , 三井造船株式会社 , 三菱重工業株式会社 , 北海道瓦斯株式会社 , 大成建設株式会社 , 大阪瓦斯株式会社 , 帝国石油株式会社 , 東京瓦斯株式会社 , 東邦瓦斯株式会社 , 株式会社Ihi , 株式会社大林組 , 清水建設株式会社 , 西部瓦斯株式会社
发明人： NIIMI KATSUYUKI , NOMURA TOMOHIRO , OGAWA KIYOSHI , KODAMA YASUKI , ONO JUNJI , KATO HIDEJI
IPC分类号： E02D29/045 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To efficiently place and fill back-filling concrete on the back face side without deforming a lining material forming an airtight container in a storage tank in a base rock.
SOLUTION: In placing and filling the back-filling concrete in a filling space on the back face side of the airtight container 2 stepwise from its bottom part toward its top part, storage water W is injected in the airtight container, and its water level WL is maintained in a higher position than a concrete placement predetermined top end of a following stage. In this state, a following stage concrete placing process is carried out in the air, and a final stage concrete placing process to the topmost part in the filling space is carried out in a full water state in the airtight container. A filling pipe and a return pipe for pressurizing and injecting a grout material into the topmost part of the filling space are arranged beforehand, and the grout material is further pressurized and injected after concrete placement to the topmost part.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了有效地在背面侧填充填充混凝土，而不会在形成基础岩石的储罐中形成密封容器的衬里材料变形。解决方案：将填充混凝土从其底部向其顶部逐步放置并填充在气密容器2的背面侧的填充空间中，将储水W注入密封容器中，并将其水位WL保持在高于后续阶段的预定顶端的混凝土配置的较高位置。在这种状态下，在空气中进行后期的混凝土配置处理，并且在密闭容器中以完全水的状态进行到填充空间的最上部的最终阶段的混凝土浇筑工序。预先布置有用于将灌浆材料加压注入填充空间的最上部的填充管和返回管，并且在混凝土浇筑之后将灌浆材料进一步加压并注入到最上部。版权所有（C）2009，JPO＆INPIT

9. 发明专利

JP2005145616A Distortion absorbing mechanism for lining of high pressure gas storage underground space 有权
标题翻译：高压气体储存地下空间的失真吸收机理
公开(公告)号：JP2005145616A
公开(公告)日：2005-06-09
申请号：JP2003383961
申请日：2003-11-13
申请人： Mitsui Eng & Shipbuild Co Ltd , 三井造船株式会社
发明人： ONO JUNJI , IWASAKI HIROSHI , YAMAZAKI TAIKAN
IPC分类号： E21D11/00 , B65G5/00 , E21D11/14 , E21F17/16
摘要： PROBLEM TO BE SOLVED: To suppress to a minimum the effect on a metal lining of the difference in behavior between a rock stratum and a plug in a structure discontinuity part.
SOLUTION: The inside of an underground space 1 formed in the rock stratum 4 is lined with the metal lining 5 provided with resilient buffer material 18 on the outer side. Concrete 7 is inserted in the gap 6 between the metal lining 5 and the rock stratum 4. Further, in a high pressure gas storage underground space where a construction tunnel 2 communicated with the space 1 is sealed with a concrete plug 3, a distortion absorbing part 12 is provided on the metal lining opposing to the structure discontinuity part 10 which is the boundary surface between the rock stratum 4 and the plug 3, the distortion absorbing part having a convex shaped cross section and protruding into the space 1 . In addition, a metallic structural member 14 supporting the structure discontinuity part and having a shape substantially identical to the distortion absorbing part 12 is provided on the back side of the distortion absorbing part 12. Likewise, an elastic distortion absorbing material 16 is provided on the back side of the metallic structural member 14 supporting the structure discontinuity part.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：最小限度地抑制结构不连续部分中岩层和塞子之间的行为差异对金属衬里的影响。解决方案：形成在岩层4中的地下空间1的内部衬有在外侧设置有弹性缓冲材料18的金属衬里5。混凝土7插入在金属衬里5和岩层4之间的间隙6中。此外，在与混凝土塞3密封与空间1连通的施工用隧道2的高压气体储存地下空间中，变形吸收部分12设置在与作为岩层4和塞子3之间的边界面的结构不连续部分10相对的金属衬里上，该变形吸收部分具有凸形横截面并突出到空间1中。此外，在变形吸收部12的背面设置有支撑结构不连续部分并具有与变形吸收部12基本相同的形状的金属结构部件14.同样地，弹性变形吸收材料16设置在支撑结构不连续部分的金属结构件14的后侧。版权所有（C）2005，JPO＆NCIPI

10. 发明专利

JP2006089531A Gas/liquid contact reaction method and gas/liquid contact reaction apparatus 审中-公开
标题翻译：气体/液体接触反应方法和气体/液体接触反应装置
公开(公告)号：JP2006089531A
公开(公告)日：2006-04-06
申请号：JP2004273736
申请日：2004-09-21
申请人： Mitsui Eng & Shipbuild Co Ltd , 三井造船株式会社
发明人： MARUMOTO TAKAYUKI , HAMAMOTO OSAMU , ONO JUNJI
IPC分类号： C10L3/06 , B01J3/00 , B01J3/02 , C07B61/00 , C07B63/02 , C07C5/00 , C07C7/20 , C07C9/04
摘要： PROBLEM TO BE SOLVED: To provide a gas/liquid contact reaction method capable of providing a compact apparatus because it is possible to reduce a necessary drive power for the pressurization of a gas or the like by making the gas feed pressure in feeding a gas into a reactor smaller than the gas/liquid contact reaction pressure and to provide a gas/liquid contact reaction apparatus. SOLUTION: A gas G pressurized to at least a specified gas injection pressure P2 is injected into a reaction vessel 10. After the injection of the gas, a liquid L pressurized to at least a specified gas/liquid contact reaction pressure P3 is injected into the vessel 10, whereupon the pressure of the gas G is raised to a pressure equal to or higher than the gas/liquid contact reaction pressure P3 to effect the gas/liquid contact reaction between the gas G and the liquid L. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：解决的问题：提供一种气体/液体接触反应方法，其能够提供紧凑的装置，因为通过使进料中的气体进料压力可以减少用于加压气体等的必要驱动力气体进入反应器，其气体/液体接触反应压力小于气/液接触反应装置。解决方案：将加压到至少指定的气体注入压力P2的气体G注入到反应容器10中。在注入气体之后，加压到至少特定气/液接触反应压力P3的液体L为注入到容器10中，由此气体G的压力升高到等于或高于气体/液体接触反应压力P3的压力，以实现气体G和液体L之间的气/液接触反应。
版权所有（C）2006，JPO＆NCIPI

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