公开(公告)号：US09446972B2

公开(公告)日：2016-09-20

申请号：US14383077

申请日：2012-03-07

申请人： Kiyoharu Fujino

发明人： Kiyoharu Fujino

IPC分类号： C02F3/30 ,  C02F3/12 ,  C02F3/00 ,  C02F101/32 ,  C02F103/32

CPC分类号： C02F3/121 ,  C02F3/006 ,  C02F3/1221 ,  C02F3/1278 ,  C02F3/1284 ,  C02F3/301 ,  C02F3/303 ,  C02F2101/32 ,  C02F2103/32 ,  C02F2203/006 ,  C02F2209/001 ,  C02F2209/04 ,  C02F2209/06 ,  C02F2209/10 ,  C02F2209/22 ,  C02F2209/38 ,  C02F2209/40 ,  C02F2209/42 ,  C02F2303/06 ,  C02F2303/14 ,  Y02W10/15

摘要： The object is to provide an activated sludge treatment method whereby production of excess sludge is brought substantially to zero; and a method for upgrading existing waste water treatment equipment, employing this method. The method includes a step (1) in which sludge (2) produced in a sedimentation tank is supplied to a waste water aeration-conditioning tank for activated sludge treatment; a step (2) in which waste water into which the sludge (2) has been mixed is subjected to aeration-conditioning to bring the oxidation-reduction potential to a positive value, and supplied to a pressurized flotation concentration-separation tank; a step (3) in which the sludge (1) produced through treatment in the pressurized flotation concentration-separation tank is supplied to the bioreactor; a step (4) in which the treated waste water (1) separated from the pressurized flotation concentration-separation tank is supplied to a dilute activated sludge aeration tank; a step (5) in which released water and the sludge (3) produced by treatment in the bioreactor are supplied to the dilute activated sludge aeration tank; and a step (6) in which the treated waste water (2) separated from the dilute activated sludge aeration tank is supplied to the sedimentation tank.

摘要翻译： 本发明的目的是提供一种活性污泥处理方法，其中过剩污泥的产生基本上为零; 以及采用这种方法改造现有废水处理设备的方法。 该方法包括将沉淀池中产生的污泥（2）供给到用于活性污泥处理的废水曝气调节槽的步骤（1） 将其中已经混合有污泥（2）的废水进行曝气调节以使氧化还原电位达到正值的步骤（2），并将其供应到加压浮选浓缩分离罐; 将通过加压浮选浓缩分离罐中的处理生成的污泥（1）供给到生物反应器的工序（3） 将经加压浮选浓缩分离罐分离的处理废水（1）供给到稀释活性污泥曝气池的步骤（4） 将释放的水和通过在生物反应器中处理生产的污泥（3））供给到稀释活性污泥曝气池的步骤（5） 和将从稀释活性污泥曝气池分离出的处理废水（2）供给到沉淀池的工序（6）。

公开(公告)号：US09573829B2

公开(公告)日：2017-02-21

申请号：US14383541

申请日：2012-03-07

申请人： Kiyoharu Fujino

发明人： Kiyoharu Fujino

IPC分类号： C02F3/30 ,  B01D21/24 ,  B01D21/00 ,  B01D21/08 ,  B01D21/32 ,  C02F3/00

CPC分类号： C02F3/301 ,  B01D21/0042 ,  B01D21/08 ,  B01D21/2472 ,  B01D21/2488 ,  B01D21/32 ,  C02F3/006 ,  C02F3/303 ,  C02F2203/006 ,  C02F2209/04 ,  C02F2209/06 ,  C02F2209/22 ,  C02F2209/42 ,  Y02W10/15

摘要： An aim of the invention is to provide a bioreactor and a waste water treatment method that employs this tank, whereby anaerobic and aerobic microorganism treatment can be continuously carried out, even when the volume of the bioreactor is large, and whereby installation costs can be minimized. The invention comprises an outer tank (2), a cylindrical inner tank (3) disposed inside this outer tank and having openings above and below, a circulation rate control device (4) for controlling the circulation rate of water to be treated in the bioreactor, the circulation rate control device (4) being provided at an upper part of this cylindrical inner tank, a cylindrical control plate (5) for bringing about sedimentation of sludge, the cylindrical control plate (5) being provided at the outer circumference of an upper part of the cylindrical inner tank, a treated-water quality measurement device (6) that is provided outside and inside of the cylindrical inner tank, a waste water supply opening (10) that is provided in the circulation pathway of the water to be treated circulating through the outer tank and inner tank, a treated water discharge opening (11) that is provided in an upper part of the outer tank.

摘要翻译： 本发明的目的是提供一种采用该罐的生物反应器和废水处理方法，即使当生物反应器的体积大时也可以连续地进行厌氧和需氧微生物处理，并且由此可以最小化安装成本 。 本发明包括外箱（2），设置在该外箱内的圆柱形内箱（3），具有上下开口的循环速率控制装置（4），用于控制生物反应器中待处理水的循环速率 循环速度控制装置（4）设置在该圆筒形内槽的上部，用于使污泥沉降的圆筒状的控制板（5），圆筒状​​的控制板（5）设置在 圆柱形内槽的上部，设置在圆筒状内侧罐的内外的处理水质量测量装置（6），设置在水的循环路径中的废水供给口（10） 经过外罐和内罐循环的处理过的排水口（11）设置在外罐的上部。

公开(公告)号：US20150048023A1

公开(公告)日：2015-02-19

申请号：US14383541

申请日：2012-03-07

申请人： Kiyoharu Fujino

发明人： Kiyoharu Fujino

IPC分类号： C02F3/30 ,  C02F3/00

CPC分类号： C02F3/301 ,  B01D21/0042 ,  B01D21/08 ,  B01D21/2472 ,  B01D21/2488 ,  B01D21/32 ,  C02F3/006 ,  C02F3/303 ,  C02F2203/006 ,  C02F2209/04 ,  C02F2209/06 ,  C02F2209/22 ,  C02F2209/42 ,  Y02W10/15

摘要： An aim of the invention is to provide a bioreactor and a waste water treatment method that employs this tank, whereby anaerobic and aerobic microorganism treatment can be continuously carried out, even when the volume of the bioreactor is large, and whereby installation costs can be minimized. The invention comprises an outer tank (2), a cylindrical inner tank (3) disposed inside this outer tank and having openings above and below, a circulation rate control device (4) for controlling the circulation rate of water to be treated in the bioreactor, the circulation rate control device (4) being provided at an upper part of this cylindrical inner tank, a cylindrical control plate (5) for bringing about sedimentation of sludge, the cylindrical control plate (5) being provided at the outer circumference of an upper part of the cylindrical inner tank, a treated-water quality measurement device (6) that is provided outside and inside of the cylindrical inner tank, a waste water supply opening (10) that is provided in the circulation pathway of the water to be treated circulating through the outer tank and inner tank, a treated water discharge opening (11) that is provided in an upper part of the outer tank.

摘要翻译： 本发明的目的是提供一种采用该罐的生物反应器和废水处理方法，即使当生物反应器的体积大时也可以连续地进行厌氧和需氧微生物处理，并且由此可以最小化安装成本 。 本发明包括外箱（2），设置在该外箱内的圆柱形内箱（3），具有上下开口的循环速率控制装置（4），用于控制生物反应器中待处理水的循环速率 循环速度控制装置（4）设置在该圆筒形内槽的上部，用于使污泥沉降的圆筒状的控制板（5），圆筒状​​的控制板（5）设置在 圆柱形内槽的上部，设置在圆筒状内侧罐的内外的处理水质量测量装置（6），设置在水的循环路径中的废水供给口（10） 经过外罐和内罐循环的处理过的排水口（11）设置在外罐的上部。

公开(公告)号：US07618540B2

公开(公告)日：2009-11-17

申请号：US12316616

申请日：2008-12-15

申请人： Kiyoharu Fujino

发明人： Kiyoharu Fujino

IPC分类号： B01D17/05 ,  B01D21/01 ,  C02F1/56 ,  C08F220/34 ,  C09K3/32

CPC分类号： C02F1/54 ,  B01D17/047 ,  C02F1/40 ,  C02F1/5272 ,  C02F1/56 ,  C02F2101/30 ,  C02F2101/32 ,  C08F220/34 ,  C10G33/04 ,  C08F220/18 ,  C08F220/36

摘要： A flocculant for separating and flocculating oily components and water components is provided so that no sludge is produced when the oily components and the water components contained in the emulsion having a high COD value; and the throughput of the active sludge is not decreased in the secondary treatment of the active sludge. A flocculant for separating and flocculing oily components and water components contained in oil-in-water type or water-in-oil type emulsion, comprises a unit (i), and at least one of units (ii) and (iii) represented by the following formulas: (i) —(C(R1R2)C(R3X))—, (ii) —(C(R4R5)C(R6Y))—, (iii) —(C(R7R8)C(R9Z))—; wherein X is a group having —SO3M, M is hydrogen or a metal element, Y is a group having a quaternary nitrogen atom, Z is an electrophilic group, each R1 to R9 is hydrogen or an alkyl group, and a ratio per molecule of these units (i):(ii):(iii) is (1 to 100):(1 to 100):(1 to 100).

摘要翻译： 提供了用于分离和絮凝油性组分和水组分的絮凝剂，使得当含有高COD值的乳液中的油性组分和水组分时，不会产生污泥; 在活性污泥的二次处理中活性污泥的生产量不降低。 包含在水包油型或油包水型乳液中的用于分离和絮凝油性成分和水成分的絮凝剂包括单元（i）和至少一种由（ⅰ）和（ⅲ）表示的单元 （ⅰ） - （C（R 1 R 2）C（R 3 X）） - ，（ⅱ） - （C（R 4 R 5）C（R 6 Y）） - ，（ⅲ） - （C（R 7 R 8） - ; 其中X是具有-SO 3 M，M是氢或金属元素的基团，Y是具有季氮原子的基团，Z是亲电子基团，每个R 1至R 9是氢或烷基，并且每分子的比例 这些单元（i）：（ii）：（iii）是（1〜100）：（1〜100）:( 1〜100）。

公开(公告)号：US20090105355A1

公开(公告)日：2009-04-23

申请号：US12316616

申请日：2008-12-15

申请人： Kiyoharu Fujino

发明人： Kiyoharu Fujino

IPC分类号： C08F230/04 ,  B01D17/05

CPC分类号： C02F1/54 ,  B01D17/047 ,  C02F1/40 ,  C02F1/5272 ,  C02F1/56 ,  C02F2101/30 ,  C02F2101/32 ,  C08F220/34 ,  C10G33/04 ,  C08F220/18 ,  C08F220/36

摘要： A flocculant for separating and flocculating oily components and water components is provided so that no sludge is produced when the oily components and the water components contained in the emulsion having a high COD value; and the throughput of the active sludge is not decreased in the secondary treatment of the active sludge. A flocculant for separating and flocculating oily components and water components contained in oil-in-water type or water-in-oil type emulsion, comprises a unit (i), and at least one of units (ii) and (iii) represented by the following formulas: (i) —(C(R1R2)C(R3X))—, (ii) —(C(R4R5)C(R6Y))—, (iii) —(C(R7R8)C(R9Z))—; wherein X is a group having —SO3M, M is hydrogen or a metal element, Y is a group having a quaternary nitrogen atom, Z is an electrophilic group, each R1 to R9 is hydrogen or an alkyl group, and a ratio per molecule of these units (i):(ii):(iii) is (1 to 100):(1 to 100):(1 to 100).

摘要翻译： 提供了用于分离和絮凝油性组分和水组分的絮凝剂，使得当含有高COD值的乳液中的油性组分和水组分时，不会产生污泥; 在活性污泥的二次处理中活性污泥的生产量不降低。 一种用于分离和絮凝油包水型或油包水型乳液中含有的油性组分和水组分的絮凝剂，包含单元（i）和至少一种由（ⅱ）和（ⅲ）表示的单元 （ⅰ） - （C（R 1 R 2）C（R 3 X）） - ，（ⅱ） - （C（R 4 R 5）C（R 6 Y）） - ，（ⅲ） - （C（R 7 R 8） - ; 其中X是具有-SO 3 M，M是氢或金属元素的基团，Y是具有季氮原子的基团，Z是亲电子基团，每个R 1至R 9是氢或烷基，并且每分子的比例 这些单元（i）：（ii）：（iii）是（1〜100）：（1〜100）:( 1〜100）。

公开(公告)号：US09873626B2

公开(公告)日：2018-01-23

申请号：US14383524

申请日：2012-03-07

申请人： Kiyoharu Fujino

发明人： Kiyoharu Fujino

IPC分类号： C02F3/00 ,  C02F3/30 ,  B01D21/00 ,  B01D21/08 ,  B01D21/24 ,  B01D21/32 ,  C02F3/12 ,  C02F11/12 ,  C02F103/32

CPC分类号： C02F3/006 ,  B01D21/0042 ,  B01D21/08 ,  B01D21/2472 ,  B01D21/2488 ,  B01D21/32 ,  C02F3/1284 ,  C02F3/301 ,  C02F3/302 ,  C02F3/308 ,  C02F11/12 ,  C02F2103/32 ,  C02F2203/00 ,  C02F2203/006 ,  C02F2209/04 ,  C02F2209/06 ,  C02F2209/22 ,  Y02W10/15

摘要： An aim of the invention is to provide a bioreactor and a waste water treatment method that employs this tank, whereby anaerobic and aerobic microorganism treatment can be continuously carried out, even when the volume of the bioreactor is large, and whereby installation costs can be minimized. The invention comprises an outer tank (2), a cylindrical inner tank (3) disposed inside this outer tank and having openings above and below, a circulation rate control device (4) for controlling the circulation rate of water to be treated in the bioreactor, the circulation rate control device (4) being provided at an upper part of this cylindrical inner tank, a cylindrical control plate (5) for bringing about sedimentation of sludge, the cylindrical control plate (5) being provided at the outer circumference of an upper part of the cylindrical inner tank, a treated-water quality measurement device (6) that is provided outside and inside of the cylindrical inner tank, a waste water supply opening (10) that is provided in the circulation pathway of the water to be treated circulating through the outer tank and inner tank, a treated water discharge opening (11) that is provided in an upper part of the outer tank, and a sedimentation-solidification prevention device (12) for preventing sedimentation-solidification of sludge that has sedimented.

公开(公告)号：US09845256B2

公开(公告)日：2017-12-19

申请号：US14383105

申请日：2012-03-07

申请人： Kiyoharu Fujino

发明人： Kiyoharu Fujino

IPC分类号： C02F3/30 ,  C02F3/12 ,  C02F3/00 ,  C02F103/32

CPC分类号： C02F3/1284 ,  C02F3/006 ,  C02F3/1278 ,  C02F3/301 ,  C02F3/308 ,  C02F2103/32 ,  C02F2209/04 ,  C02F2209/06 ,  C02F2209/22 ,  C02F2209/38 ,  C02F2209/40 ,  C02F2209/42 ,  Y02W10/15

摘要： The object is to provide an activated sludge treatment method whereby production of excess sludge is brought substantially to zero; and a method for upgrading existing waste water treatment equipment, employing this method. The method includes a step (1) in which sludge 1 produced in a bioreactor is supplied to a waste water aeration-conditioning tank for activated sludge treatment; a step (2) in which waste water into which the sludge 1 has been mixed is subjected to aeration-conditioning to bring the oxidation-reduction potential to a positive value, and the conditioning treated waste water 1 supplied to the bioreactor; a step (3) in which released water from the bioreactor is considered to release water.

公开(公告)号：US20150053613A1

公开(公告)日：2015-02-26

申请号：US14383105

申请日：2012-03-07

申请人： Japan Alsi Co., Ltd.

发明人： Kiyoharu Fujino

IPC分类号： C02F3/12 ,  C02F3/30 ,  C02F3/00

CPC分类号： C02F3/1284 ,  C02F3/006 ,  C02F3/1278 ,  C02F3/301 ,  C02F3/308 ,  C02F2103/32 ,  C02F2209/04 ,  C02F2209/06 ,  C02F2209/22 ,  C02F2209/38 ,  C02F2209/40 ,  C02F2209/42 ,  Y02W10/15

摘要： The object is to provide an activated sludge treatment method whereby production of excess sludge is brought substantially to zero; and a method for upgrading existing waste water treatment equipment, employing this method. The method includes a step (1) in which sludge 1 produced in a bioreactor is supplied to a waste water aeration-conditioning tank for activated sludge treatment; a step (2) in which waste water into which the sludge 1 has been mixed is subjected to aeration-conditioning to bring the oxidation-reduction potential to a positive value, and the conditioning treated waste water 1 supplied to the bioreactor; a step (3) in which released water from the bioreactor is considered to release water.

摘要翻译： 本发明的目的是提供一种活性污泥处理方法，其中过剩污泥的产生基本上为零; 以及采用这种方法改造现有废水处理设备的方法。 该方法包括：将生物反应器中产生的污泥1供给到用于活性污泥处理的废水曝气调节槽的步骤（1） 进行将污泥1混入的废水进行曝气调节以使氧化还原电位为正值的步骤（2），供给生物反应器的调理处理废水1; 将来自生物反应器的释放水视为释放水的步骤（3）。

公开(公告)号：US20150048012A1

公开(公告)日：2015-02-19

申请号：US14383524

申请日：2012-03-07

申请人： Kiyoharu Fujino

发明人： Kiyoharu Fujino

IPC分类号： C02F3/00 ,  C02F3/30

CPC分类号： C02F3/006 ,  B01D21/0042 ,  B01D21/08 ,  B01D21/2472 ,  B01D21/2488 ,  B01D21/32 ,  C02F3/1284 ,  C02F3/301 ,  C02F3/302 ,  C02F3/308 ,  C02F11/12 ,  C02F2103/32 ,  C02F2203/00 ,  C02F2203/006 ,  C02F2209/04 ,  C02F2209/06 ,  C02F2209/22 ,  Y02W10/15

摘要： An aim of the invention is to provide a bioreactor and a waste water treatment method that employs this tank, whereby anaerobic and aerobic microorganism treatment can be continuously carried out, even when the volume of the bioreactor is large, and whereby installation costs can be minimized. The invention comprises an outer tank (2), a cylindrical inner tank (3) disposed inside this outer tank and having openings above and below, a circulation rate control device (4) for controlling the circulation rate of water to be treated in the bioreactor, the circulation rate control device (4) being provided at an upper part of this cylindrical inner tank, a cylindrical control plate (5) for bringing about sedimentation of sludge, the cylindrical control plate (5) being provided at the outer circumference of an upper part of the cylindrical inner tank, a treated-water quality measurement device (6) that is provided outside and inside of the cylindrical inner tank, a waste water supply opening (10) that is provided in the circulation pathway of the water to be treated circulating through the outer tank and inner tank, a treated water discharge opening (11) that is provided in an upper part of the outer tank, and a sedimentation-solidification prevention device (12) for preventing sedimentation-solidification of sludge that has sedimented.

摘要翻译： 本发明的目的是提供一种采用该罐的生物反应器和废水处理方法，即使当生物反应器的体积大时也可以连续地进行厌氧和需氧微生物处理，并且由此可以最小化安装成本 。 本发明包括外箱（2），设置在该外箱内的圆柱形内箱（3），具有上下开口的循环速率控制装置（4），用于控制生物反应器中待处理水的循环速率 循环速度控制装置（4）设置在该圆筒形内槽的上部，用于使污泥沉降的圆筒状的控制板（5），圆筒状​​的控制板（5）设置在 圆柱形内槽的上部，设置在圆筒状内侧罐的内外的处理水质量测量装置（6），设置在水的循环路径中的废水供给口（10） 处理后通过外罐和内箱循环，设置在外罐上部的处理水排出口（11）和用于防止sed的沉降凝固防止装置（12） 污泥的沉淀固化。

公开(公告)号：US20150027947A1

公开(公告)日：2015-01-29

申请号：US14383077

申请日：2012-03-07

申请人： Kiyoharu Fujino

发明人： Kiyoharu Fujino

IPC分类号： C02F3/12 ,  C02F3/30

CPC分类号： C02F3/121 ,  C02F3/006 ,  C02F3/1221 ,  C02F3/1278 ,  C02F3/1284 ,  C02F3/301 ,  C02F3/303 ,  C02F2101/32 ,  C02F2103/32 ,  C02F2203/006 ,  C02F2209/001 ,  C02F2209/04 ,  C02F2209/06 ,  C02F2209/10 ,  C02F2209/22 ,  C02F2209/38 ,  C02F2209/40 ,  C02F2209/42 ,  C02F2303/06 ,  C02F2303/14 ,  Y02W10/15

摘要： The object is to provide an activated sludge treatment method whereby production of excess sludge is brought substantially to zero; and a method for upgrading existing waste water treatment equipment, employing this method. The method includes a step (1) in which sludge (2) produced in a sedimentation tank is supplied to a waste water aeration-conditioning tank for activated sludge treatment; a step (2) in which waste water into which the sludge (2) has been mixed is subjected to aeration-conditioning to bring the oxidation-reduction potential to a positive value, and supplied to a pressurized flotation concentration-separation tank; a step (3) in which the sludge (1) produced through treatment in the pressurized flotation concentration-separation tank is supplied to the bioreactor; a step (4) in which the treated waste water (1) separated from the pressurized flotation concentration-separation tank is supplied to a dilute activated sludge aeration tank; a step (5) in which released water and the sludge (3) produced by treatment in the bioreactor are supplied to the dilute activated sludge aeration tank; and a step (6) in which the treated waste water (2) separated from the dilute activated sludge aeration tank is supplied to the sedimentation tank.

摘要翻译： 本发明的目的是提供一种活性污泥处理方法，其中过剩污泥的产生基本上为零; 以及采用这种方法改造现有废水处理设备的方法。 该方法包括将沉淀池中产生的污泥（2）供给到用于活性污泥处理的废水曝气调节槽的步骤（1） 将其中已经混合有污泥（2）的废水进行曝气调节以使氧化还原电位达到正值的步骤（2），并将其供应到加压浮选浓缩分离罐; 将通过加压浮选浓缩分离罐中的处理生成的污泥（1）供给到生物反应器的工序（3） 将经加压浮选浓缩分离罐分离的处理废水（1）供给到稀释活性污泥曝气池的步骤（4） 将释放的水和通过在生物反应器中处理生产的污泥（3））供给到稀释活性污泥曝气池的步骤（5） 和将从稀释活性污泥曝气池分离出的处理废水（2）供给到沉淀池的工序（6）。