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    • 1. 发明专利
    • Water purifying treatment method
    • 水净化处理方法
    • JP2009142810A
    • 2009-07-02
    • JP2008286028
    • 2008-11-07
    • Kato Construction Co Ltd株式会社加藤建設
    • MAKINO MASAKIOGURA YUJIROISHIHAMA KENICHI
    • C02F3/34C02F3/00C02F3/06
    • Y02W10/15
    • PROBLEM TO BE SOLVED: To reduce the amount to be used of a fatty acid in achieving the denitrification of sewage by adding the fatty acid to sewage. SOLUTION: This method adopts water with BOD of below 10 mg/l and DO of 2 mg/l or above as water to be treated in a treatment tank to remove at least an eutrophication component contained in this water to be treated. A higher fatty acid such as stearic acid or the like is added to the water to be treated in the treatment tank other than sludge being a naturally originating organic component. The water to be treated is acceleratedly made anaerobic by adding sludge in addition to the fatty acid, and a biomembrane is formed to the interface of the higher fatty acid and water to form an oxygen defficient anaerobic condition in the biomembrane. Accordingly, the culture of denitrifying bacteria is accelerated and activated by phosphorus contained in sludge to remove nitrate nitrogen contained in the water to be treated. COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:通过向污水中添加脂肪酸来减少脂肪酸在实现污水脱氮中的用量。 解决方案:该方法采用BOD在10 mg / l以下,DO为2 mg / l以上的水作为待处理水处理的水,以除去待处理水中至少含有的富营养化成分。 除了作为天然来源的有机成分的污泥以外,在处理槽中,向被处理水中加入高级脂肪酸如硬脂酸等。 除了脂肪酸之外,通过添加污泥将待处理的水加速成为厌氧的,并且在高级脂肪酸和水的界面上形成生物膜,以在生物膜中形成氧气不足的厌氧条件。 因此,反硝化细菌的培养物被污泥中所含的磷加速并活化,以除去待处理水中含有的硝酸盐氮。 版权所有(C)2009,JPO&INPIT
    • 3. 发明专利
    • Method for purifying water
    • 净化水的方法
    • JP2008000745A
    • 2008-01-10
    • JP2007131131
    • 2007-05-17
    • Kato Construction Co Ltd株式会社加藤建設
    • MAKINO MASAKIOGURA YUJIROISHIHAMA KENICHI
    • C02F3/34C02F1/58C02F3/28C02F3/30
    • Y02W10/12
    • PROBLEM TO BE SOLVED: To provide a water purification technique capable of removing nitrogen and phosphorus as a countermeasure against the eutrophication in a closed water area. SOLUTION: Water to be treated is clean water flowing into the closed water area and having the BOD value less than 10 mg/L and DO value more than 2 mg/L. The method comprises the step of making the water to be treated anaerobic and the step of making the water anaerobic after aerobic treatment. In the initial stage of the step of making the water anaerobic, an organic component derived from nature such as sludge or highly polluted water is added to the water to be treated in order to keep on making the water anaerobic until the DO value of the water is lowered to be less than 2 mg/L due to the consumption or the decrease of oxygen in the water to be treated and of removing the nitrogen in the water with naturally-occurring denitrifying bacteria and the phosphorus with naturally-occurring phosphorus accumulation bacteria, respectively. COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:提供能够除去氮和磷的水净化技术,作为在封闭水域中的富营养化的对策。

      解决方案:待处理的水是流入封闭水域的清洁水,BOD值小于10mg / L,DO值大于2mg / L。 该方法包括使厌氧水处理的步骤和在需氧处理后使水厌氧的步​​骤。 在使水厌氧的步​​骤的初始阶段,将来自自然界的有机成分(如污泥或高度污染的水)加入待处理的水中,以保持使水无氧,直到水的DO值 由于待处理水中的氧气的消耗或降低以及用天然脱氮细菌和磷与天然存在的磷积聚细菌除去水中的氮而降低至小于2mg / L, 分别。 版权所有(C)2008,JPO&INPIT

    • 4. 发明专利
    • Wetland type water purification system
    • 湿地型净水系统
    • JP2006150351A
    • 2006-06-15
    • JP2005321810
    • 2005-11-07
    • Kato Construction Co Ltd株式会社加藤建設
    • MAKINO MASAKIOGURA YUJIROISHIHAMA KENICHINARITA NOBUOKAGA TERUAKIMIZUTANI KATSUTOSHI
    • C02F3/06B01D21/00B01D21/24C02F3/32
    • Y02W10/15
    • PROBLEM TO BE SOLVED: To provide a system for securing water infiltration while preventing clogging in order to always keep polluted water into good contact with microorganisms on the filter medium at any portion of the channel. SOLUTION: The channel 6 is formed for the polluted water 5 flow from the inflow side of the artificial wetland from where the polluted water 5 is supplied to its effluent side. In the channel 6 a plurality of overflow weir boards 8a, 8b and a plurality of infiltration boards 7a, 7b are disposed alternatively. The polluted water 5 overflows the overflow weir boards 8a, 8b and passes the infiltration boards 7a, 7b through the passages 9 for the infiltration at the lower part of the infiltration boards, thereby flowing upward and downward one after the other and being purified by the filter medium 4 laid in the channel 6 while generating a vertical flow in the polluted water 5 and the plant on the artificial wetland. The overflow weir boards 8a, 8b are installed so that the line linking its upper ends thereof has a down grade of 1/80 or more. COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供一种用于确保水渗透同时防止堵塞的系统,以便在通道的任何部分处始终保持污染的水与过滤介质上的微生物良好接触。 解决方案:通道6被形成用于污染水5从人造湿地的流入侧流出,其中污水5被供给到其流出侧。 在通道6中,交替设置有多个溢流堰板8a,8b和多个渗透板7a,7b。 污水5溢出溢流堰板8a,8b并通过渗透板7a,7b通过通道9,以渗透在渗透板的下部,从而一个接一个地向上和向下流动,并被净化 过滤介质4放置在通道6中,同时在污水5和人造湿地上的植物产生垂直流动。 溢流堰板8a,8b安装成使得其上端连接的线路的下降等级为1/80以上。 版权所有(C)2006,JPO&NCIPI
    • 7. 发明专利
    • Method and apparatus for cleaning contaminated soil
    • 清洁污染土壤的方法和装置
    • JP2004188366A
    • 2004-07-08
    • JP2002361926
    • 2002-12-13
    • Kato Construction Co Ltd株式会社加藤建設
    • MAKINO MASAKIISHIHAMA KENICHI
    • B09C1/06B09B3/00
    • PROBLEM TO BE SOLVED: To provide a method for economical and simple cleaning of contaminated soil. SOLUTION: When the contaminated soil containing a volatile organic chlorine compound is cleaned on the site, while hot air is discharged from an agitating and mixing head 3 penetrated into the ground, the contaminated soil and the hot air are agitated and mixed. The hot air is obtained by a hot air generating apparatus such as an electrically heating fan 14. The volatile organic chlorine compound included in the contaminated soil is gasified and caught by a protective cover 15. The gasified volatile organic chlorine compound is sucked outside and recovered, and is burnt and decomposed, for example, in an incinerator 17. COPYRIGHT: (C)2004,JPO&NCIPI
    • 要解决的问题:提供一种经济,简单地清洁污染土壤的方法。

      解决方案:当现场清理含有挥发性有机氯化合物的污染土壤时,当热空气从搅拌混合头3渗入地面时排出,污染土壤和热空气被搅拌混合。 热风由电热风扇14等热风产生装置获得。被污染土壤中包含的挥发性有机氯化合物被保护盖15气化并捕获。气化的挥发性有机氯化合物被吸入外部并回收 ,并且例如在焚化炉17中被燃烧和分解。版权所有(C)2004,JPO&NCIPI

    • 8. 发明专利
    • Biotope kit for environment study
    • 生物工具包用于环境研究
    • JP2003005626A
    • 2003-01-08
    • JP2001185870
    • 2001-06-20
    • Kato Construction Co Ltd株式会社加藤建設
    • MAKINO MASAKISATO TOSHIYUKIISHIHAMA KENICHI
    • G09B25/02C02F3/06C02F3/32C12M1/00C12N1/00
    • Y02W10/15
    • PROBLEM TO BE SOLVED: To improve the efficiency of environment study and to reduce labor and cost.
      SOLUTION: A biotope kit 1 for environment study has a portable purificatory cistern 2 that is purifying dirty and muddy water by biological oxidation treatment process and a portable basin 3 that is spread with growing material 23 and receives purified water coming from a purificatory cistern 2. This purificatory cistern 2 is equipped with a box type purificatory cistern main body 7 and a thread type microorganism keeper 15 that is arranged in the purificatory cistern main body 7 and maintains the microorganism group. Sidewalls 9 of the purificatory cistern main body 7 are composed of glass plates. On the other hand, 4 independent mesh type box cells 22 are arranged in the basin 3 dividing the inside of the basin 3 into a plurality of areas and each box cell 22 can be removed individually.
      COPYRIGHT: (C)2003,JPO
    • 要解决的问题:提高环境研究的效率,降低劳动力和成本。 解决方案:用于环境研究的生物体试剂盒1具有便携式净化水箱2,其通过生物氧化处理过程净化肮脏和泥泞的水,以及与生长材料23分散的便携式盆3,并接收来自净化水箱2的净化水。 这个净化水箱2配备有盒式净化水箱主体7和布置在净化水箱主体7中并保持微生物组的螺纹型微生物保持器15。 净化水箱主体7的侧壁9由玻璃板构成。 另一方面,在盆3内配置有4个独立的网状箱单元22,该池3分隔成多个区域,并且可以单独移除每个箱单元22。
    • 9. 发明专利
    • Underwater nitrogen removing method
    • 硝态氮去除方法
    • JP2010188245A
    • 2010-09-02
    • JP2009033415
    • 2009-02-17
    • Kato Construction Co Ltd株式会社加藤建設
    • MAKINO MASAKIOGURA YUJIROISHIHAMA KENICHIIWABORI SHIGESUKE
    • C02F3/34C02F3/28
    • Y02W10/12
    • PROBLEM TO BE SOLVED: To provide a method which is easy to execute, is excellent in economical efficiency and is capable of efficiently removing nitrogen in a comparatively short residence time. SOLUTION: In a pure soap extract storage tank 6, soap extract extracted from pure soap is stored. By making the soap extract flow from the pure soap extract storage tank 6 into a flow control tank 1 and a denitrification tank 2 storing water to be treated such as river water containing nitrogen components and constituting metallic soap with components in the water to be treated, denitrification bacteria are positively proliferated, and the nitrogen components in the water to be treated are removed. COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:为了提供一种易于执行的方法,经济效率优异,并且能够在较短的停留时间内有效地除去氮气。 解决方案:在纯皂提取物储存罐6中,储存从纯皂提取的皂提取物。 通过使肥皂提取物从纯皂提取物储存罐6流入流量控制罐1和将含有氮成分的河水中的被处理水等的反硝化池2和构成金属皂的脱水槽2与待处理的水中的成分混合, 脱氮细菌正增殖,去除被处理水中的氮成分。 版权所有(C)2010,JPO&INPIT
    • 10. 发明专利
    • Sludge treatment method for wetland-type water purification apparatus
    • 湿地水净化设备的污水处理方法
    • JP2008168295A
    • 2008-07-24
    • JP2008054206
    • 2008-03-05
    • Kato Construction Co Ltd株式会社加藤建設
    • MAKINO MASAKIOGURA YUJIROISHIHAMA KENICHI
    • C02F3/06C02F3/32C02F11/00
    • Y02W10/15
    • PROBLEM TO BE SOLVED: To provide an effective method for sludge treatment which is supposed to be a secondary faulty point for a wetland-type water purification apparatus. SOLUTION: A water channel with a lot of meanders is formed from the inlet of an artificial wetland 1 to the outlet. While polluted water flows through the meandering water channel, horizontal infiltration and vertical infiltration are repeated, thereby purifying the polluted water. A middle bottom 17 which allows the water and sludge to pass by is installed over a bottom 3 at least in a part of the wetland 1 to form a double bottom structure, making a space between the bottom 3 and the middle bottom 17 a sludge storage space 18. A sludge discharge conduit 20 is made to communicate with the sludge storage space 18 in advance. Therefore, the sludge accumulated in the space 18 can be discharged outside through the bottom part of the wetland 1 with suction etc. of negative pressure. COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:为了提供湿地型水净化装置的二次故障点的污泥处理的有效方法。 解决方案:从人造湿地1的入口到出口形成有大量蜿蜒的水道。 当污水流经蜿蜒的水道时,重复横向渗透和垂直渗透,从而净化污水。 允许水和污泥通过的中间底部17安装在湿地1的至少一部分的底部3上,以形成双层底部结构,从而在底部3和中间底部17之间形成污泥储存器 空间18.预先将污泥排出管道20与污泥储存空间18连通。 因此,积存在空间18中的污泥可以通过负压的吸入等从湿地1的底部排出到外部。 版权所有(C)2008,JPO&INPIT