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1. 发明专利

JP2003020667A Earthquake-resistant manhole structure and earthquake-resistant member 有权
标题翻译：地震抗震结构和抗地震构件
公开(公告)号：JP2003020667A
公开(公告)日：2003-01-24
申请号：JP2001209048
申请日：2001-07-10
申请人： Hanex Co Ltd , Nippon Hume Corp , Tokyoto Gesuido Service Kk , 日本ヒューム株式会社 , 東京都下水道サービス株式会社 , 株式会社ハネックス
发明人： DEGUCHI TOSHIYUKI , SUDO MASARU , ISHII YOSHIAKI , YOSHIKAWA HIROSHI , SHIBATA TETSUYASU , MURASE MASARU
IPC分类号： E02D29/12 , E03F5/02 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide an earthquake-resistant manhole structure constructing a connection part between the circumference wall of a manhole and a water service pipe into an earthquake-resistant structure.
SOLUTION: In this earthquake-resistant manhole B, the water service pipe 4 is inserted into a tube body insertion hole 5 arranged in the manhole circumference wall 3a and connected movably. An earthquake-resistant member 13 constructed of an invert block 11 having a groove part 11a on the upper face and a displacement absorbing member 12 abutting to the end part of the invert block 11 is arranged in the inside bottom part of the earthquake-resistant manhole B. The displacement absorbing member 12 in the earthquake-resistant member 13 is brought into contact with the end face of the water service pipe 4 facing the invert block 11.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供一种在人孔的周壁和供水管之间构成抗震结构的连接部分的抗震人孔结构。解决方案：在这种抗震人孔B中，供水管4插入布置在人孔周壁3a中的管体插入孔5中，可移动地连接。防震构件13由具有上表面上的槽部11a的反转块11和与反转块11的端部抵接的位移吸收构件12构成，在防震孔的内侧底部防震构件13中的位移吸收构件12与供水管4的面向反转块11的端面接触。

2. 发明专利

JP2011116657A concrete 有权
标题翻译：具体
公开(公告)号：JP2011116657A
公开(公告)日：2011-06-16
申请号：JP2011062197
申请日：2011-03-22
申请人： Hanex Co Ltd , Nakagawa Hume Kan Kogyo Kk , Nippon Hume Corp , Tokyo Metropolitan Sewerage Service Corp , 中川ヒューム管工業株式会社 , 日本ヒューム株式会社 , 東京都下水道サービス株式会社 , 株式会社ハネックス
发明人： TAKAHASHI YOSHIFUMI , DEGUCHI TOSHIYUKI , HATTORI KOICHI , ISHII YOSHIAKI , IGAWA HIDEKI , SHIBATA TETSUYASU , YAMASHITA HIROKI , NOGUCHI MASAHIRO
IPC分类号： C04B28/02 , C04B18/10
CPC分类号： Y02W30/92
摘要： PROBLEM TO BE SOLVED: To provide a completely new technique of concrete in which the mixing ratio of sewage sludge incineration ash mixed into concrete is made high, thereby the consumption of very inexpensive sewage sludge incineration ash can be made large, and fixed workability can be acquired also when the mixing ratio of sewage sludge incineration ash is made high, and which can make workability at time of manufacturing concrete improve remarkably. SOLUTION: The concrete comprises size-regulated incinerated ash, as an admixture, which is obtained by cracking and grinding the lump of incinerated ash generated when incinerating the sludge obtained using flocculants, such as a polymeric flocculant to be a particulate state and has 47 degrees or less of an angle of repose, and is mixed in the range of 5-50% based on the amount of cement. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种混合物的全新技术，其中将污泥焚烧灰混合到混凝土中的混合比高，从而可以使非常便宜的污水污泥焚烧灰的消耗大，固定当污泥污泥焚烧灰的混合比高时，可以使制造混凝土时的加工性显着提高，可以获得可加工性。解决方案：混凝土包含尺寸调节的焚烧灰，作为混合物，其通过在将使用絮凝剂（例如聚合物絮凝剂）获得的污泥焚烧成为颗粒状态的时候产生的焚烧灰分的碎块和研磨获得，具有47度以下的休止角，并且基于水泥的量混合在5-50％的范围内。版权所有（C）2011，JPO＆INPIT

3. 发明专利

JP2009091900A Manhole of aseismatic structure 有权
标题翻译：东方结构。。
公开(公告)号：JP2009091900A
公开(公告)日：2009-04-30
申请号：JP2009024442
申请日：2009-02-05
申请人： Hanex Co Ltd , Nippon Hume Corp , Tokyo Metropolitan Sewerage Service Corp , 日本ヒューム株式会社 , 東京都下水道サービス株式会社 , 株式会社ハネックス
发明人： TAKAHASHI YOSHIFUMI , DEGUCHI TOSHIYUKI , SAITO HIROSHI , HATTORI KOICHI , ISHII YOSHIAKI , SHIBATA TETSUYASU
IPC分类号： E02D29/12 , E03F5/02
摘要： PROBLEM TO BE SOLVED: To provide a manhole of an aseismatic structure having the earthquake resistant structure at a connection part between a peripheral wall and a water passage pipe body.
SOLUTION: A groove part 6a as a flow passage is provided in an upper surface of invert concrete 6 placed on a bottom part. The water passage pipe body 4 is movably connected to the peripheral wall 3a by the intermediary of a flexible joint 7 to be disposed continuously to the groove part 6a of the invert concrete. A shock absorbing member 8 is interposed between the invert concrete 6 and a pipe body end surface.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：在周壁和水通道管体之间的连接部分提供具有抗震结构的抗震结构的检修孔。解决方案：作为流路的槽部6a设置在放置在底部的反转混凝土6的上表面。水通道管体4通过柔性接头7可移动地连接到周壁3a，连接到反向混凝土的槽部6a。在反转混凝土6和管体端面之间设有减震构件8。版权所有（C）2009，JPO＆INPIT

4. 发明专利

JP2014058443A Concrete 审中-公开
标题翻译：具体
公开(公告)号：JP2014058443A
公开(公告)日：2014-04-03
申请号：JP2013234107
申请日：2013-11-12
申请人： Tokyo Metropolitan Sewerage Service Corp , 東京都下水道サービス株式会社 , Nippon Hume Corp , 日本ヒューム株式会社 , Hanex Co Ltd , 株式会社ハネックス , Nakagawa Hume Kan Kogyo Kk , 中川ヒューム管工業株式会社
发明人： TAKAHASHI YOSHIFUMI , DEGUCHI TOSHIYUKI , HATTORI KOICHI , ISHII YOSHIAKI , IGAWA HIDEKI , SHIBATA TETSUYASU , YAMASHITA HIROKI , NOGUCHI MASAHIRO
IPC分类号： C04B28/04 , B09B3/00 , B09B5/00 , C04B18/10 , C04B20/00 , C04B24/22
CPC分类号： Y02W30/92
摘要： PROBLEM TO BE SOLVED: To provide a novel technique of concrete in which a mixing ratio of sewage sludge incineration ash mixed in concrete is raised, consumption of sewage sludge incineration ash having a very cheap price can be large, and even when a mixing ratio of sewage sludge incineration ash is raised, constant workability can be obtained, further usability when producing concrete can be remarkably improved.SOLUTION: A concrete comprises mixing a range of 5-50% of particle size control burned ash that is obtained by cracking and pulverizing a lump of burned ash that is generated when incineration disposal is performed on sludge obtained using a flocculant such as a polymer flocculant, to a particulate shape, and in which accumulation (%) of a particle diameter to 4 μm exceeds 50%, and accumulation (%) of a particle diameter to 11 μm exceeds 80% as a chemical admixture based on a cement content.
摘要翻译：要解决的问题：为了提供一种混合物的新技术，其中混合物中混合的污泥污泥焚烧灰的混合比例上升，廉价价格的污水污泥焚烧灰的消耗量可能很大，即使当混合比污泥污泥焚烧灰提高，可以获得恒定的可加工性，生产混凝土时的进一步可用性可以显着提高。混凝土包括混合一定范围的5-50％的粒度控制烧灰，通过开裂和粉碎获得在使用絮凝剂如聚合物絮凝剂获得的污泥进行焚烧处理时产生的烧成灰块，其粒径为4μm以上的积累（％）超过50％，积累（％％）作为基于水泥含量的化学混合物超过80％。

5. 发明专利

JP2010203141A Aseismic construction method and device for connected portion of manhole and sewage pipe 有权
标题翻译：用于管道和管道连接部的ASEISMIC施工方法和装置
公开(公告)号：JP2010203141A
公开(公告)日：2010-09-16
申请号：JP2009049654
申请日：2009-03-03
申请人： Consec Corp , Nippon Hume Corp , Tokyo Metropolitan Sewerage Service Corp , 日本ヒューム株式会社 , 東京都下水道サービス株式会社 , 株式会社コンセック
发明人： HANAHARA TOMOHIRO , DEGUCHI TOSHIYUKI , IWASAKI SHOHEI , TANAKA TSUTOMU
IPC分类号： E02D29/12 , E03F5/02
摘要： PROBLEM TO BE SOLVED: To eliminate a load and a risk on a worker by eliminating an operation for removing an invert at the bottom of a manhole and reduce construction time and cost, in an aseismic construction method in which a gap is formed in a manhole side-wall around a sewage pipe for providing earthquake resistance to the connected portion of the manhole and the sewage pipe and a damping material is filled in the gap.
SOLUTION: This construction method includes a first step of forming, in the manhole side-wall, a groove 34 which is recessed a predetermined depth into the manhole side-wall circumferentially in the wall of the sewage pipe from the inside of the end of the sewage pipe, a second step of slitting the sewage pipe by pressing a cutting tool 36 in which a crank pin is used as a shaft-like rotary blade 39 in the radial direction from the inner groove edge of the pipe end while rotating the rotary blade, changing the direction and circumferentially turning around the pipe end after the rotary blade cuts off the pipe end, and cutting the sidewall of the manhole around the pipe end to form an annular gap which is brought into contact with the pipe end around the pipe end, and a third step of filling a rubber or resin damping material into the gap.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了消除工作人员的负载和风险，通过消除在人孔底部移除反转的操作并减少施工时间和成本，在形成间隙的抗震施工方法中在污水管周围的人孔侧壁中，用于对井孔和污水管的连接部分提供抗震性，并且在间隙中填充阻尼材料。解决方案：该施工方法包括在人孔侧壁中形成凹槽34的第一步骤，该凹槽34从排水管的内侧在排水管壁的周向凹入预定深度进入人孔侧壁污水管的末端;第二步骤，通过从管端的内槽边缘沿径向按压使用曲柄销作为轴状旋转叶片39的切削工具36，同时旋转旋转刀片在旋转刀片切断管端之后改变方向并围绕管端周向转动，并且围绕管端切割井眼的侧壁以形成环形间隙，其与管端周围接触管端，以及将橡胶或树脂阻尼材料填充到间隙中的第三步骤。版权所有（C）2010，JPO＆INPIT

6. 发明专利

JP2006124966A Buried substance surfacing prevention structure 有权
标题翻译： BURIED物质表面防护结构
公开(公告)号：JP2006124966A
公开(公告)日：2006-05-18
申请号：JP2004311818
申请日：2004-10-27
申请人： Nippon Hume Corp , Nippon Koei Co Ltd , Tokyo Metropolitan Sewerage Service Corp , 日本ヒューム株式会社 , 日本工営株式会社 , 東京都下水道サービス株式会社
发明人： DEGUCHI TOSHIYUKI , TANAKA HIROSHI , RI TAMIAKI , YOSHIKAWA HIROSHI , NISHIWAKI MASAAKI , KANDA KENTARO
IPC分类号： E02D29/12 , E02D31/08 , E02D31/12
摘要： PROBLEM TO BE SOLVED: To provide a buried substance surfacing prevention structure capable of preventing an excessive clearance hydraulic pressure from rising if a liquefaction occurs in earthquake and also preventing sediment on the outside of the buried substance from flowing into the buried substance.
SOLUTION: Holes 12 and 13 allowing an underground side 11 to communicate with the inside of a manhole body 2 are formed in the wall part of the manhole body 2 buried in the ground 11. A check valve 14 allowing the flow of water from the underground 11 side into the manhole body 2 and cutting off the flow of water from the inside of the manhole body 2 to the underground 11 side is disposed in the holes 12 and 13.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够防止如果在地震中发生液化而使过大的间隙液压升高并且还防止埋藏物质的外部的沉积物流入掩埋物质的掩埋物质防止堆积结构。解决方案：允许地下侧面11与人孔体2的内部连通的孔12和13形成在埋在地面11中的人孔体2的壁部分中。允许水流的止回阀14 从地下11侧进入人孔体2，并将水从井下体2的内部流向地下11侧，并设置在孔12和13中。（C）2006，JPO＆NCIPI

7. 发明专利

JP2007197989A Structure for preventing lift of manhole 有权
标题翻译：防止MAN TING。的结构
公开(公告)号：JP2007197989A
公开(公告)日：2007-08-09
申请号：JP2006017161
申请日：2006-01-26
申请人： Nippon Hume Corp , Nippon Koei Co Ltd , Tokyo Metropolitan Sewerage Service Corp , 日本ヒューム株式会社 , 日本工営株式会社 , 東京都下水道サービス株式会社
发明人： DEGUCHI TOSHIYUKI , MATSUDA KAZUYA , TANAKA HIROSHI , RI TAMIAKI , YOSHIKAWA HIROSHI , NISHIWAKI MASAAKI , KANDA KENTARO
IPC分类号： E02D29/12
摘要： PROBLEM TO BE SOLVED: To provide a simple low-cost structure for preventing the lift of a manhole which dispenses with large-scale work, can also be easily applied to an existing manhole, and can surely prevent the manhole from being lifted due to a ground liquefaction phenomenon during an earthquake.
SOLUTION: In this structure for preventing the lift of the manhole 1, a manhole body 2 is buried like an erected pile so as to be used, for example, for detecting a sewerage pipe 5 as a buried pipeline, and connected to the sewerage pipe 5. A plurality of through-holes 11 which make an underground 10 side communicate with the side 200 of the manhole body 2 are formed at circumferential intervals in the side wall 2a of the manhole body 2; and a grouting material is solidified by being injected into the underground 10 side from the inside 200 of the manhole 2 via the through-holes 11, so that a ground improving structure 13 can be provided on the outer periphery of the side wall 2a of the manhole body 2.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种简单的低成本结构，用于防止排除大规模作业的人孔的升降，也可以容易地应用于现有的人孔，并且可以确保地防止人孔被抬起由于地震期间的地面液化现象。解决方案：在这种用于防止人孔1的升降的结构中，人造井体2被埋设成竖立的桩，以便用于例如用于检测作为埋管的管道的污水管5，并连接到在井筒体2的侧壁2a中以周向间隔形成有多个与井筒体2的侧面200连通的地下10侧的通孔11，并且通过从通孔11从人孔2的内部200注入地下10侧而使灌浆材料固化，从而可以在侧壁2a的外周上设置研磨改善结构体13 人孔2号。版权所有（C）2007，JPO＆INPIT

8. 发明专利

JP2007120078A Surfacing prevention structure of buried object 有权
标题翻译： BURIED对象的表面防护结构
公开(公告)号：JP2007120078A
公开(公告)日：2007-05-17
申请号：JP2005311389
申请日：2005-10-26
申请人： Nippon Hume Corp , Nippon Koei Co Ltd , Tokyo Metropolitan Sewerage Service Corp , 日本ヒューム株式会社 , 日本工営株式会社 , 東京都下水道サービス株式会社
发明人： DEGUCHI TOSHIYUKI , MATSUDA KAZUYA , TANAKA HIROSHI , RI TAMIAKI , YOSHIKAWA HIROSHI , NISHIWAKI MASAAKI , KANDA KENTARO
IPC分类号： E02D31/02 , E02D29/12
摘要： PROBLEM TO BE SOLVED: To provide a surfacing prevention structure of a buried object capable of being easily applied also to the existing underground buried object by a low costed device without being required for any large scaled work with a very simple structure and preventing the incursion of earth and sand mixed water to the underground buried object other than emergency such as an earthquake or the like.
SOLUTION: The surfacing prevention structure of the buried object is so constituted that through-holes 12 and 13 communicating the underground 11 side with the inside of a manhole body 2 are formed in a side wall 2a of the manhole body 2 of a manhole 1 and that lid devices 14 permitting or cutting off the flowing of water between the underground 11 side and the inside 200 are provided in the through holes 12 and 13. The lid devices 14 are equipped with an outer cylinder 20 inserted into the through-holes 12 and 13, a pressure receiving plate 21 having cut-off efficiency and a claw member 22 interlocking the pressure receiving plate 21, and each lid device 14 is so constituted that the claw member 22 is fractured to make it secede from the outer cylinder 20 when the pressure difference between the underground 11 side and the inside 200 is in excess of a constant value, water in the underground 11 side can flow to the inside 200 through the outer cylinder 20 and that the circulation of water between the underground 11 side and the inside 200 can be cut-off by the pressure receiving plate 21 when the pressure difference is less than the constant value.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供能够通过低成本装置容易地应用于现有的地下埋藏物体的掩埋物体的防堆焊结构，而不需要具有非常简单结构的任何大规模工作，并且防止将地砂混合水侵入地下埋地物体，如地震等紧急情况。解决方案：埋置物体的防堆结构构造成使得地下11侧与井筒体2的内部连通的通孔12和13形成在井筒体2的侧壁2a中通孔12和13中设置有允许或切断地下11侧和内侧200之间的水流的盖装置14，盖装置14配备有插入贯通孔12的外筒20。孔12和13，具有截止效率的压力接收板21和与受压板21互锁的爪构件22和每个盖装置14构成为使得爪构件22断裂以使其从外筒如图20所示，当地下11侧和内侧200之间的压力差超过恒定值时，地下11侧的水可以通过外筒20流到内部200，并且循环o 当压力差小于恒定值时，地下11侧和内侧200之间的水可被压力接收板21切断。版权所有（C）2007，JPO＆INPIT

9. 发明专利

JP2004067492A Process for manufacturing aggregate 有权
公开(公告)号：JP2004067492A
公开(公告)日：2004-03-04
申请号：JP2002233173
申请日：2002-08-09
申请人： Mitsubishi Heavy Ind Ltd , Tokyoto Gesuido Service Kk , 三菱重工業株式会社 , 東京都下水道サービス株式会社
发明人： DEGUCHI TOSHIYUKI , HONDA HIROKI , SHIMIZU MITSURU , HENMI MASATOMO , SATO KENICHI , MATSUSHITA TAKASHI
IPC分类号： B09B3/00 , C02F11/00 , C02F11/06 , C02F11/14 , C04B18/04
CPC分类号： Y02W10/40 , Y02W30/91
摘要： PROBLEM TO BE SOLVED: To provide a process for manufacturing aggregate which inexpensively provides the aggregate by drying and baking a molded product obtained by granulating and molding incinerated ash of sewage sludge mainly generated at sewage sludge treatment facilities. SOLUTION: In the manufacturing process, a kneaded product, obtained by mixing and kneading the incinerated ash of the sewage sludge, is granulated and molded through compression molding or extrusion molding to yield the molded product which is dried and baked to manufacture the aggregate. The incinerated ash is one obtained from a fluidized bed incinerator and is mixed and kneaded with non-incinerated wet sludge. Here, the wet sludge is either dehydrated sludge having a moisture content of 75-85% obtained by dehydrating the sewage sludge or waste sludge having a moisture content of about 95%. COPYRIGHT: (C)2004,JPO

10. 发明专利

JP2004067493A Process for manufacturing aggregate 有权
公开(公告)号：JP2004067493A
公开(公告)日：2004-03-04
申请号：JP2002233174
申请日：2002-08-09
申请人： Mitsubishi Heavy Ind Ltd , Tokyoto Gesuido Service Kk , 三菱重工業株式会社 , 東京都下水道サービス株式会社
发明人： DEGUCHI TOSHIYUKI , HONDA HIROKI , SHIMIZU MITSURU , HENMI MASATOMO , SATO KENICHI , MATSUSHITA TAKASHI
IPC分类号： B09B3/00 , C02F11/00 , C02F11/06 , C04B18/04
CPC分类号： Y02W10/40 , Y02W30/91
摘要： PROBLEM TO BE SOLVED: To provide a process for manufacturing an aggregate which inexpensively provides the aggregate by drying and baking a molded product obtained by granulating and molding incinerated ash of sewage sludge mainly generated at sewage sludge treatment facilities. SOLUTION: In the manufacturing process, a kneaded product, obtained by adding an inorganic auxiliary, etc., to a material to be kneaded containing the incinerated ash of the sewage sludge and mixing and kneading, is granulated and molded through compression molding or extrusion molding to yield the molded product which is dried and baked to manufacture the aggregate. The incinerated ash is powdery and granular one obtained by burning the sewage sludge in a fluidized bed incinerator. Before mixing and kneading the material to be kneaded containing the powdery and granular incinerated ash, the inorganic auxiliary is mixed and dispersed into water to prepare a suspension (slurry). The granulation is performed by introducing the slurry to the material to be kneaded when kneading it. COPYRIGHT: (C)2004,JPO

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