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21. 发明专利

JP2006095066A Arm exercise device 有权
标题翻译： ARM EXERCISE DEVICE
公开(公告)号：JP2006095066A
公开(公告)日：2006-04-13
申请号：JP2004284572
申请日：2004-09-29
申请人： Kinjo Rubber Co Ltd , Touuraaji:Kk , 有限会社トゥーラージ , 錦城護謨株式会社
发明人： ISHIHARA HIROSHI , OTSUKA DAISUKE
IPC分类号： A61H1/02 , A63B22/10
摘要： PROBLEM TO BE SOLVED: To provide an arm exercise device efficiently and effectively executing the arm exercise for reducing tiredness of the muscles of the shoulders and the arms. SOLUTION: This arm exercise device is provided with a retaining part 8 retaining a person's hand 64 or a wrist 65; and can be used by being changed over among a twisting function positioning the retaining part 8 on the axial core P of a driving shaft 4 of a driving mechanism 2 and twisting the arm 60 retained to the retaining part 8 in a predetermined angle range, a rotating function positioning the retaining part 8 in a position deflected from the axial core P of the driving shaft 4 and continuously circulating the forearm 63 connected to the retaining part 8 in the same direction around the elbow joint 62, and a swinging function positioning the retaining part 8 in the position deflected from the axial core P of the driving shaft 4 similarly and reciprocatingly turning the forearm 63 connected to the retaining part 8 around the elbow joint 62 within a predetermined angle range. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够有效且有效地执行手臂锻炼的手臂锻炼装置，以减少肩部和手臂的肌肉的疲劳。解决方案：该手臂锻炼装置设置有保持人的手64或手腕65的保持部8; 并且可以通过在将保持部8定位在驱动机构2的驱动轴4的轴向芯P上并将保持在保持部8上的臂60以预定的角度范围进行加捻的扭转功能中，旋转功能将保持部8定位在从驱动轴4的轴心P偏转的位置，并且以与肘关节62相同的方向连续地使与保持部8连接的前臂63循环，并且将保持部8 部分8处于从驱动轴4的轴向芯P偏转的位置，并且在预定角度范围内使与肘部接合部62相连的前臂63往复转动。版权所有（C）2006，JPO＆NCIPI

22. 发明专利

JP2005090034A Plastic board drain driving device and anchor 有权
标题翻译：塑料板驱动装置和锚固装置
公开(公告)号：JP2005090034A
公开(公告)日：2005-04-07
申请号：JP2003322731
申请日：2003-09-16
申请人： Fudo Constr Co Ltd , Kinjo Rubber Co Ltd , 不動建設株式会社 , 錦城護謨株式会社
发明人： MAEDA TADAYOSHI , TAKAHASHI YASOJI , ISHIHARA HIROSHI , ODERA MASASHI
IPC分类号： E02D3/10
摘要： PROBLEM TO BE SOLVED: To prevent the dislocation of an anchor set to a plastic board drain, from the lower end of a casing for driving the board drain.
SOLUTION: The anchor 4 set to the casing 2 formed in an approximately V-shaped cross section at the lower end and provided with an opening 23 through which the plastic board drain 5 can pass, is composed of a metal blocking part 41 formed in the approximately V-shaped cross section and put to the lower end of the casing 2 to block the opening 23 of the casing 2, and a support part 43 provided on the inner surface of the blocking part 41 protrusively to enter the opening 23 and allowing the insertion of the plastic board drain 5 between the blocking part 41 and the support part 43. The lower end of the approximately V-shaped cross section of the casing 2 is covered with the blocking part 41 of the approximately V-shaped cross section of the anchor 4, so that the dislocation in the short side direction of the anchor 4 does not occur. Since the support part 43 of the anchor 4 is put inside the casing lower end opening 23, the longitudinal dislocation of the anchor 4 is also prevented.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了防止锚定装置从塑料板排水口脱位，用于驱动板排水管的壳体的下端。解决方案：设置在壳体2上的锚定件4在下端形成为大致V字状的横截面，并且设置有塑料板排出口5可以通过的开口23，由金属阻挡部41 形成在大致V字形的横截面中，并放置在壳体2的下端以阻挡壳体2的开口23，以及突出地设置在阻挡部41的内表面上的支撑部43，以进入开口23 并且允许将塑料板排水口5插入在阻挡部分41和支撑部分43之间。壳体2的大致V形横截面的下端被大致V形十字形的阻挡部分41覆盖锚固件4的截面，使得锚4的短边方向上的位错不发生。由于锚固件4的支撑部43被放置在壳体下端开口23内，因此也防止了锚4的纵向位错。版权所有（C）2005，JPO＆NCIPI

23. 发明专利

JP2004298673A Purification method for contaminated ground by freezing and suction and purification body 有权
公开(公告)号：JP2004298673A
公开(公告)日：2004-10-28
申请号：JP2003091932
申请日：2003-03-28
申请人： Fudo Constr Co Ltd , Yuzuru Ito , Masafumi Kamon , Kinjo Rubber Co Ltd , Seiken Co Ltd , 不動建設株式会社 , 譲伊藤 , 雅史嘉門 , 株式会社精研 , 錦城護謨株式会社
发明人： ITO YUZURU , KAMON MASAFUMI , HIOKI KAZUAKI , NOMURA TADAAKI , KONDO JOKA
IPC分类号： E02D19/14 , B09C1/00 , B09C1/04 , E02D3/10 , E02D3/115
摘要： PROBLEM TO BE SOLVED: To provide a purification method for the contaminated ground which curtails a treatment time and reduce a treatment cost by efficiently sucking/removing liquid state contaminants existing in soil located to be equal to or below the level of groundwater and high concentration contaminated groundwater around the soil.
SOLUTION: The method includes a purification body installation process for installing an underground freezing pipe and a first underground suction body at an appropriate pitch in the contaminated ground in which the contaminants exist in the soil located to be equal to or below the level of the ground water, a freezing process for freezing a contaminated ground region, and a liquid suction process for sucking the liquid state contaminants from the first underground suction body while a frozen state is maintained.
COPYRIGHT: (C)2005,JPO&NCIPI

24. 发明专利

JP2003227128A DRAIN DRIVING METHOD AND DRAIN DRIVING APPARATUS 审中-公开
公开(公告)号：JP2003227128A
公开(公告)日：2003-08-15
申请号：JP2002259491
申请日：2002-09-05
申请人： PENTA OCEAN CONSTRUCTION , KINJO RUBBER CO LTD
发明人： UEDA MASAKI , IKEDA SHOZO , SUGIHARA HIROAKI , KIMURA MICHIHIRO
IPC分类号： E02D3/10
摘要： PROBLEM TO BE SOLVED: To eliminate an inconvenience of a conventional drain driving method and a conventional drain driving apparatus, such as an increase in construction cost, because the conventional drain driving method requires additional preceding excavation by a machine or employment of a large machine if the ground is cohesive ground mixed with mudstone, lower ground of cement solidified soil, or ground mixed with hard soil such as sand gravel layer lower ground. SOLUTION: According to a new drain driving method and a new drain driving apparatus, a casing having an acute head formed at the tip thereof or having a breaker attached to the tip thereof is driven to hard ground together with a board drain, and the hard ground is crushed by the breaker at the tip. Then, the casing is driven to soft ground, and the breaker and the casing are drawn from the soft ground while the drain is left as it is. A crushing bit of the breaker may be stored in the casing as needed. Alternatively, the casing having a boring head with closed blades attached to the tip thereof is driven to the hard ground together with the board drain, and the boring head has its blades expanded to crush the hard ground. Then, the casing is driven to the soft ground by closing the blades of the boring head, and the boring head and the casing are drawn from the soft ground while the drain is left as it is. COPYRIGHT: (C)2003,JPO

25. 发明专利

JP2003145125A METHOD FOR CLEANING CONTAMINATED SOIL AND DEVICE THEREFOR 审中-公开
公开(公告)号：JP2003145125A
公开(公告)日：2003-05-20
申请号：JP2001345275
申请日：2001-11-09
申请人： MIRAI KENSETSU KOGYO KK , KINJO RUBBER CO LTD
发明人： KODERA HIDENORI , IKEHATA SHINICHI , KOUMAE TORU , NOMURA TADAAKI , IGUCHI MINORU
IPC分类号： B09C1/02 , B01J20/20 , B01J20/24 , B01J20/30 , B03B5/28 , B03B7/00 , B03B9/06 , B09B3/00 , B09C1/00 , B09C1/04 , B09C1/08
摘要： PROBLEM TO BE SOLVED: To provide a method for cleaning a contaminated soil and a device therefor capable of completely detoxifying the contaminated soil containing not only an oil component but also an organic chlorinated compound and a heavy metal as a contaminant while realizing a rapidness and a facilitating of the cleaning treatment. SOLUTION: The device for cleaning a contaminated soil includes a fine particle/liquid mixing means 2 for mixing excavated contaminated soil, a graphite fine particle (hydrophobic adsorbent fine particle) for adsorbing the oil component, the organic chlorinated compound, the heavy metal and other contaminant contained in the contaminated soil and a liquid for imparting buoyancy to the graphite fine particle (hydrophobic adsorbent fine particle); and a fine particle recovery treatment means 3 for recovering/treating the graphite fine particle (hydrophobic adsorbent fine particle) absorbed with the contaminant floated up on a skin layer part of the fine particle mixed liquid comprising the contaminated soil, the graphite fine particle (hydrophobic adsorbent fine particle) and the liquid mixed by the fine particle/liquid mixing means.

26. 发明专利

JP2002138456A SOFT GROUND IMPROVEMENT METHOD BY VACUUM CONSOLIDATION 失效
公开(公告)号：JP2002138456A
公开(公告)日：2002-05-14
申请号：JP2000335613
申请日：2000-11-02
申请人： PENTA OCEAN CONSTRUCTION , KINJO RUBBER CO LTD
发明人： CHIKARAISHI HIROHIKO , NIIYA HIROSHI , TAGUCHI SATOSHI , KIMURA MICHIHIRO
IPC分类号： E02D3/10
摘要： PROBLEM TO BE SOLVED: To provide a soft ground improvement method by vacuum consolidation capable of driving a vertical drainage material within a short time by reduced number of site works and efficiently carrying out soft ground improvement work. SOLUTION: An air impermeable section 15 having water permeability inside thereof with a specific length from the end and cutting off vent from the circumferential surface is provided to the upper end of the vertical drainage material 2 cut to the length corresponding to the insertion depth into the soft ground 1, the vertical drainage material 2 fixing an air-tight cap 17 to the upper end in advance is used, the air-tight cap 17 having an integral part of a drainage cylindrical material 18 is fixed to the upper end of the vertical drainage material 2 in advance, the front end of the drainage cylindrical material 18 integrally projected from the air-tight cap is fixed to the lower end of the other vertical drainage material 2 to connect a large number of vertical drainage materials to each other as one piece, and at a site of ground improvement, the drainage cylindrical material 18 is cut to successively insert the vertical drainage materials into the soft ground.

27. 发明专利

JP2002097626A METHOD FOR PLACING DRAIN MEMBER FOR CONSOLIDATION OF RECLAMATION VISCOUS SOIL, AND DEVICE THEREFOR 失效
公开(公告)号：JP2002097626A
公开(公告)日：2002-04-02
申请号：JP2000327809
申请日：2000-09-22
申请人： TAIHEI SHOKO KK , FUDO CONSTRUCTION CO , KINJO RUBBER CO LTD , FUDO GIKEN
发明人： KIYAMA MASAAKI , NISHIJIMA ISAO , MAEDA TADAYOSHI , NOMURA TADAAKI , TANIMOTO YOSHIHIRO
IPC分类号： E02B3/18 , E02D3/10
摘要： PROBLEM TO BE SOLVED: To provide a method and a device for placing a drain member favorable for consolidation of reclamation viscous soil charged into a reclamation disposal land thus far during reclamation construction work due to simultaneous use of a drain construction method by means of the plastic drain member and an underground water level reduction construction method. SOLUTION: Marking is applied per predetermined interval on a continuous drain member 6 on a work barge, and a cut-off part due to thermal pressing is provided at a position apart from a position of each marking by a predetermined length. A tip of the drain member 6 is bent at a position of a first marking 81 and is fixed to a tip anchor, a casing 7 passes through a downward water permeation layer 2 of a reclamation viscous soil layer 3, the making 81, a first cut-off part 91, and a second marking are put at positions shown in the drawing, and the drain member 6 is cut in water slightly above a surface 4 of the reclamation viscous soil layer 3.

28. 发明专利

JP2014000559A Turbid water treatment system and turbid water treatment method 审中-公开
标题翻译：涡轮水处理系统和涡轮水处理方法
公开(公告)号：JP2014000559A
公开(公告)日：2014-01-09
申请号：JP2012139460
申请日：2012-06-21
申请人： Green Deal Suishin Kyokai , 一般社団法人グリーンディール推進協会 , Kankyo Solutions Co Ltd , 環境ソリューションズ株式会社 , Ube Kogyo Kk , 宇部工業株式会社 , Kinjo Rubber Co Ltd , 錦城護謨株式会社
发明人： NISHIDA KENGO , SHIKATA YOSUKE , KOTANI KENJI , KAWASAKI AKIRA , ODERA MASASHI
IPC分类号： B01D24/48 , B01D29/60 , B01D29/66
CPC分类号： C02F1/001 , C02F2209/11 , C02F2301/063
摘要： PROBLEM TO BE SOLVED: To provide a turbid water treatment system capable of automatic supply and automatic water level management of turbid water to a filter tank by vacuum suction.SOLUTION: A turbid water treatment system 1 for treating turbid water including suspended matter comprises: a filter tank 10 sealed for filtering the turbid water; at least one filter material 26 for performing filtering treatment by soaking in the turbid water in the filter tank 10; a transfer flow passage 28 for transferring the turbid water to the filter tank 10 from a storage source of the turbid water; and a vacuum suction device 18 connected to the filter material 26. The turbid water treatment system 1 transfers the turbid water to the filter tank 10 from the storage source via the transfer flow passage 28, and sticks the suspended matter to a surface of the filter material 26, by forming negative pressure in the filter tank 10 via the filter material 26 by vacuum-sucking by the vacuum suction device 18.
摘要翻译：要解决的问题：提供一种混浊水处理系统，其能够通过真空抽吸自动供应和自动水位管理混浊水到过滤罐。解决方案：一种用于处理包括悬浮物在内的混浊水的混浊水处理系统1包括：用于过滤混浊水的过滤罐10; 至少一个过滤材料26，用于通过浸泡在过滤箱10中的混浊水中进行过滤处理; 用于将浑浊水从混浊水的储存源输送到过滤罐10的转移流路28; 以及与过滤材料26连接的真空抽吸装置18.混浊水处理系统1经由转移流路28将混浊水从储存源转移到过滤罐10，并将悬浮物粘附到过滤器的表面通过真空抽吸装置18的真空吸附，通过过滤材料26在过滤罐10中形成负压。

29. 发明专利

JP2012097480A Geological estimation system and geological estimation method 有权
标题翻译：地质估算系统与地质估算方法
公开(公告)号：JP2012097480A
公开(公告)日：2012-05-24
申请号：JP2010246858
申请日：2010-11-02
申请人： Kinjo Rubber Co Ltd , Maeda Corp , 前田建設工業株式会社 , 錦城護謨株式会社
发明人： HIRATA MASASHI , SHIMIZU HIDEKI , FUKUDA ATSUSHI , KUBO DAISUKE , SHIRAGAMI SHINICHIRO , KAWANABE OSAMU , YAMAUCHI YOSHIFUMI
IPC分类号： E02D1/02
摘要： PROBLEM TO BE SOLVED: To provide a technology for estimating a geological distribution.SOLUTION: A geological estimation system includes: resistance acquisition means for acquiring resistance when placing a long burial object to be buried underground to the ground; conversion means for converting the resistance acquired in the resistance acquisition means to penetration force in a cone penetration test; bed distribution generation means for processing the penetration force converted in the conversion means and generating the bed distribution of an area where the burial object is buried; and output means for outputting the bed distribution generated in the bed distribution generation means. The conversion means includes: distal end resistance force calculation means for processing the resistance acquired in the resistance acquisition means and calculating distal end resistance force acting on the distal end part of the burial object in a placing direction; peripheral surface friction resistance force calculation means for processing the resistance acquired in the resistance acquisition means and calculating peripheral surface friction resistance force acting on the peripheral surface of the burial object; and penetration force calculation means for processing the distal end resistance force and the peripheral surface friction resistance force and calculating the penetration force of the burial object when placing the burial object.
摘要翻译：要解决的问题：提供估算地质分布的技术。解决方案：地质估计系统包括：阻抗获取装置，用于在将埋地埋藏物埋在地下时获取阻力; 转换装置，用于将在电阻获取装置中获取的电阻转换成锥形穿透测试中的穿透力; 床分配产生装置，用于处理在转换装置中转换的穿透力，并产生埋藏物体的区域的床分布; 以及输出装置，用于输出在床分配产生装置中产生的床分布。转换装置包括：远端阻力计算装置，用于处理在电阻获取装置中获取的电阻，并计算在放置方向上作用在埋藏物体的远端部分的远端阻力; 周边表面摩擦阻力计算装置，用于处理在电阻获取装置中获取的电阻并计算作用在埋藏物体的周面上的外围表面摩擦阻力; 以及穿透力计算装置，用于处理远端阻力和周面摩擦阻力，并计算埋置物体放置埋藏物时的穿透力。版权所有（C）2012，JPO＆INPIT

30. 发明专利

JP2011245745A Joining method and joining structure of capping sheet 有权
标题翻译：加工方法和接合片的接合结构
公开(公告)号：JP2011245745A
公开(公告)日：2011-12-08
申请号：JP2010121274
申请日：2010-05-27
申请人： Asanuma Corp , Daiwabo Progress Co Ltd , Masafumi Kamon , Kinjo Rubber Co Ltd , Konoike Constr Ltd , Ohbayashi Corp , Okumura Corp , Osaka Prefecture , Taiyo Kogyo Corp , Tanaka:Kk , Toyobo Co Ltd , Unitika Ltd , ダイワボウプログレス株式会社 , ユニチカ株式会社 , 雅史嘉門 , 大阪府 , 太陽工業株式会社 , 東洋紡績株式会社 , 株式会社大林組 , 株式会社奥村組 , 株式会社淺沼組 , 株式会社田中 , 株式会社鴻池組 , 錦城護謨株式会社
发明人： NISHIMURA MASAKI , AKAI TOMOYUKI , EZAKI KOJI , TANAKA SHIGEKI , ISHIHARA HIROSHI , TERADA YASUMASA , HOTTA ATSUSHI , ISHIDA MASATOSHI , KONDO SEIJI , SHINKAI CHIHIRO , IZAWA TAKESHI , ASADA TAKESHI , SHIOHAMA KEIJI , KITO CHIKA , KAMON MASAFUMI
IPC分类号： B29C65/02 , B09B1/00 , B32B5/02 , C09J5/02 , C09J123/22 , C09J133/00 , C09J175/04 , C09J195/00
摘要： PROBLEM TO BE SOLVED: To provide a joining method of a capping sheet capable of preventing infiltration of rainwater from a joining part during a long time stay of rainwater even when a nonwoven fabric is used.SOLUTION: When end edges of a pair of capping sheets 4 each formed by layering nonwoven fabric layers 6 on a moisture permeation waterproof film 5 are superimposed on and joined to each other, the gap of the nonwoven fabric layers is buried by a method of the following (a) or (b) and then the end edges are joined. (a) A part 7 to be the joining part of the capping sheets is compressed. (b) An adhesive layer constituted of a substance having fluidity is interposed between the end edges of the superimposed capping sheets and the substance having fluidity is incorporated into the inner parts of the nonwoven fabric layers.
摘要翻译：解决问题的方案：即使在使用无纺布的情况下，也能够防止雨水长时间停留期间雨水从接合部渗透的封盖片的接合方法。解决方案：当通过将防潮透湿防水膜5上的非织造织物层6分层而形成的一对封盖片4的端部边缘彼此重叠并接合时，无纺布层的间隙被掩埋以下（a）或（b）的方法，然后连接端部边缘。（a）作为加盖片的接合部的部件7被压缩。（b）将由具有流动性的物质构成的粘合剂层插入叠加的封盖片的端部边缘之间，并且具有流动性的物质被引入无纺织物层的内部。版权所有（C）2012，JPO＆INPIT

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