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31. 发明专利

JP2006043692A Adsorbent mixing material 审中-公开
标题翻译：吸附混合材料
公开(公告)号：JP2006043692A
公开(公告)日：2006-02-16
申请号：JP2005191053
申请日：2005-06-30
申请人： Kato Construction Co Ltd , 株式会社加藤建設
发明人： MAKINO MASAKI , OGURA YUJIRO , ISHIHAMA KENICHI
IPC分类号： B01J20/20 , C02F1/28 , C04B18/10 , C04B20/00 , C04B28/02
CPC分类号： Y02W30/92
摘要： PROBLEM TO BE SOLVED: To provide an adsorbent mixing material durable in adsorption capability. SOLUTION: Pulverized charcoal 3 of a particle diameter of less than 250 μm, desirably less than 105 μm, cement 4 and water 5 are mixed by a mixer 6 to make a slurry, and crushed stone 7 is charged as a core member to make the slurry adhere on the crushed stone 7. After solidified, the slurry becomes an adsorbent mixing material 8 excellent in discoloring and deodorization. The content of the pulverized charcoal 3 is positively variably controlled in a range of 30-300 vol.%. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供耐吸附能力的吸附剂混合材料。解决方案：通过混合器6将粒径小于250μm，期望小于105μm，优选小于105μm的粉碎木炭3混合以制成浆料，并将碎石7作为芯部件充电使浆料粘附在碎石7上。固化后，浆料成为变色和除臭性优异的吸附剂混合材料8。粉煤炭3的含量在30-300体积％的范围内可变地控制。版权所有（C）2006，JPO＆NCIPI

32. 发明专利

JP2005225410A Traveling control device of construction machinery, and ground improvement machine 审中-公开
标题翻译：建筑机械搬运控制装置及地面改造机
公开(公告)号：JP2005225410A
公开(公告)日：2005-08-25
申请号：JP2004037717
申请日：2004-02-16
申请人： Kato Construction Co Ltd , 株式会社加藤建設
发明人： MAKINO MASAKI , ITO HIROKUNI
IPC分类号： E02F9/22 , B62D11/04 , E02F5/06 , F15B11/04
摘要： PROBLEM TO BE SOLVED: To provide a ground improvement machine with a versatile back hoe as a base machine which is capable of performing execution at a very low speed not exceeding the minimum traveling speed of a back hoe itself.
SOLUTION: Operational control valves 43-46 and a controller 35 for automatic operation to control the control valves are mounted on a traveling driving system of a back hoe, and an existing hydraulic system is switched to the operational control valves 43-46 side. The traveling unit time and the stop unit time are variably set by timers 41 and 42 of the controller 35, and the opening/closing operation of traveling control valves 33 and 34 to control hydraulic motors 31 and 32 in addition to the operational control valves 43-46 is repeated by using the timer function. As a result, the back hoe can have an inching run.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供具有多功能后锄作为基础机器的地面改进机器，其能够以不超过后锄本身的最小行进速度的非常低的速度执行执行。
解决方案：操作控制阀43-46和用于控制控制阀的自动操作的控制器35安装在后锄的行进驱动系统上，现有的液压系统切换到操作控制阀43-46 侧。行驶单元时间和停止单位时间由控制器35的定时器41和42可变地设置，并且行驶控制阀33和34的打开/关闭操作除了操作控制阀43之外还控制液压马达31和32 -46通过使用定时器功能重复。因此，后锄可以有一个微小的跑步。版权所有（C）2005，JPO＆NCIPI

33. 发明专利

JP2004188366A Method and apparatus for cleaning contaminated soil 有权
标题翻译：清洁污染土壤的方法和装置
公开(公告)号：JP2004188366A
公开(公告)日：2004-07-08
申请号：JP2002361926
申请日：2002-12-13
申请人： Kato Construction Co Ltd , 株式会社加藤建設
发明人： MAKINO MASAKI , ISHIHAMA KENICHI
IPC分类号： B09C1/06 , B09B3/00
摘要： 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
摘要翻译：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

34. 发明专利

JP2004176530A Method and apparatus for diameter-enlarged excavation 有权
标题翻译：用于直径扩展的方法和装置
公开(公告)号：JP2004176530A
公开(公告)日：2004-06-24
申请号：JP2003123067
申请日：2003-04-28
申请人： Kato Construction Co Ltd , 株式会社加藤建設
发明人： MAKINO MASAKI , OZOE KENICHI , HAMADA YOSHIYUKI
IPC分类号： E21B7/20 , E02D7/00 , E21B10/32 , E21D1/06 , E21D1/08 , E21D5/10
摘要： PROBLEM TO BE SOLVED: To provide a diameter-enlarged excavation method with an excellent excavating capacity, which enables the reasonable excavation of even hard ground. SOLUTION: An excavating blade 12, whose diameter can be made larger/smaller and which is composed of a fixing blade 13 and a movable blade 16 for driving a hydraulic cylinder 17, is provided at the tip part of a pipe-like drill casing 2 wherein a window part 21 is formed in an opened manner. Primary excavation is carried out by the excavating blade 12 in a diameter-reduced state, and the diameter is made larger after the excavating blade 12 is once pulled up, so that secondary excavation can be applied to an area where the primary excavation has already been finished. The secondary excavation is carried out as diameter-enlarged excavation below a cutting edge of a well structure 3, and the well structure 3 is pressed in and sunk by a prescribed amount after that. COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供挖掘能力优良的直径扩大挖掘方法，能够合理地挖掘甚至硬的地面。解决方案：一种挖掘刀片12，其直径可以做得更大/更小，并且由用于驱动液压缸17的固定刀片13和可动刀片16组成，设置在管状的顶端部分钻套2，其中窗部21以打开的方式形成。初级挖掘由挖掘刀片12进行直径减小的状态，并且在挖掘刀片12一旦被拉起之后使直径变大，从而可以将二次挖掘应用于已经进行了一次挖掘的区域完了。二次开挖是在井结构3的切削刃的下方进行直径扩大挖掘，在此之后，将井结构3按压规定量。版权所有（C）2004，JPO

35. 发明专利

JP2004019276A Ground improving construction method 有权
公开(公告)号：JP2004019276A
公开(公告)日：2004-01-22
申请号：JP2002176604
申请日：2002-06-18
申请人： Kato Construction Co Ltd , 株式会社加藤建設
发明人： MAKINO MASAKI
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a ground improving construction method capable of quantitatively grasping and evaluating the fluidity of processed soil immediately after agitation and mixing, and stabilizing and improving the process quality, while achieving excellent economy.
SOLUTION: Based on data of blending tests or the like conducted preliminarily, the correlation between the water-to-cement ratio W/C of cement milk with cement addition quantity and slump values as indexes of the fluidity of processed soil is predetermined as a correlation characteristics chart. The slump value is designated based on the correlation characteristics chart, and a water-to-cement ratio W/C of cement milk and cement addition quantity when the processed soil satisfies a target strength, and when an additive hardening process as a secondary process is not required since fluidity is provided immediately after an agitation and mixing process is determined. While injecting a cement milk corresponding to the water-to-cement ratio W/C and the cement addition quantity thus determined into the ground, the agitation and mixing process with raw soil is conducted.
COPYRIGHT: (C)2004,JPO

36. 发明专利

JP2003005626A Biotope kit for environment study 审中-公开
标题翻译：生物工具包用于环境研究
公开(公告)号：JP2003005626A
公开(公告)日：2003-01-08
申请号：JP2001185870
申请日：2001-06-20
申请人： Kato Construction Co Ltd , 株式会社加藤建設
发明人： MAKINO MASAKI , SATO TOSHIYUKI , ISHIHAMA KENICHI
IPC分类号： G09B25/02 , C02F3/06 , C02F3/32 , C12M1/00 , C12N1/00
CPC分类号： Y02W10/15
摘要： 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
摘要翻译：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。

37. 发明专利

JP2010180691A Soil stabilizing treatment method in cold district 有权
标题翻译：土地稳定处理方法在冷区
公开(公告)号：JP2010180691A
公开(公告)日：2010-08-19
申请号：JP2009179637
申请日：2009-07-31
申请人： Kato Construction Co Ltd , 株式会社加藤建設
发明人： MAKINO MASAKI , WATABE HITOSHI , MATSUSHITA KYOJI
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a soil stabilizing treatment method for actualizing quantitative, stable and adequate midwinter construction in a cold district.
SOLUTION: The method is provided for applying stabilizing treatment while agitating and mixing original position soil and solidifying material slurry in a midwinter season when an air temperature is lower than 0°C during construction. For the stabilizing treatment, the high temperature slurry previously warmed is agitated and mixed with the original position soil at a temperature where stabilizing treatment soil right after subjected to the stabilizing treatment is not initially frozen at an outside air temperature. If necessary, the original position soil is removed down to its freezing affected depth prior to the stabilizing treatment on the day of stabilizing treatment work. Extra stabilizing treatment soil is used for applying cover soil after the stabilizing treatment. The high temperature slurry is such that hot water is added to room temperature slurry having powder solidifying material and water mixed and kneaded, e.g.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种在寒冷地区实现定量，稳定和充分的冬季建设的土壤稳定化处理方法。解决方案：在施工期间空气温度低于0℃时，该方法用于在冬季季节搅拌和混合原始位置土壤和固化材料浆料时进行稳定化处理。对于稳定化处理，将预先加热的高温浆料在原来的位置土壤中搅拌和混合，在稳定处理土壤稳定处理后的土壤最初不会在室外空气温度下冻结。如果需要，在稳定化处理工作当天，在稳定化处理之前将原始位置的土壤移至其冻结深度。稳定处理后，采用额外的稳定化处理土壤覆盖土壤。高温浆料使得将热水加入到具有粉末固化材料的室温浆料中，混合和捏合水，例如，版权所有（C）2010，JPO＆INPIT

38. 发明专利

JP2009074295A Impervious sheet construction method and device 审中-公开
标题翻译：不正确的施工方法和设备
公开(公告)号：JP2009074295A
公开(公告)日：2009-04-09
申请号：JP2007244385
申请日：2007-09-20
申请人： Kato Construction Co Ltd , Shimizu Corp , Taiyo Kogyo Corp , 太陽工業株式会社 , 株式会社加藤建設 , 清水建設株式会社
发明人： YOKOYAMA KATSUHIKO , KAWADA MASAYA , MAKINO MASAKI , ITO HIROKUNI , UEDA SHIGEO , MASUO TAKAYUKI
IPC分类号： E02D5/20 , B09B1/00
摘要： PROBLEM TO BE SOLVED: To extend the length of one spread impervious sheet, to improve the construction property of the work for joining impervious sheets and quality of a joint part, and to prevent the occurrence of trouble in a rolled part of the impervious sheet when spreading the impervious sheet.
SOLUTION: In this impervious sheet construction method for spreading the impervious sheet 1 wound like a roll in a ditch 2 formed in the ground G and filled with a flowing fluid, the impervious sheet 1 like the roll is arranged outside the ditch 2, is fed into the ditch 2 while unwinding it, is bent in the ditch 2, and is spread in the horizontal direction along the ditch 2.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了延长一个不扩散片的长度，为了提高用于接合不透水片的工件的结构性能和接头部件的质量，并且防止在轧制部分中发生故障不透水片在铺展不透水片时。解决方案：在这种不透水片材施工方法中，将形成在地沟G上的沟槽2中卷成卷状的不透过片材1填充流动的流体，像沟槽2的外侧布置不透过片材1 在沟槽2中被送入槽2中，在沟槽2中弯曲，沿着沟2在水平方向上扩展。（C）2009，JPO＆INPIT

39. 发明专利

JP2008000745A Method for purifying water 审中-公开
标题翻译：净化水的方法
公开(公告)号：JP2008000745A
公开(公告)日：2008-01-10
申请号：JP2007131131
申请日：2007-05-17
申请人： Kato Construction Co Ltd , 株式会社加藤建設
发明人： MAKINO MASAKI , OGURA YUJIRO , ISHIHAMA KENICHI
IPC分类号： C02F3/34 , C02F1/58 , C02F3/28 , C02F3/30
CPC分类号： Y02W10/12
摘要： 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
摘要翻译：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

40. 发明专利

JP2007009689A Ground improvement method and ground improvement machine 审中-公开
标题翻译：地面改良方法及地基改良机
公开(公告)号：JP2007009689A
公开(公告)日：2007-01-18
申请号：JP2006284503
申请日：2006-10-19
申请人： Kato Construction Co Ltd , 株式会社加藤建設
发明人： MAKINO MASAKI , ITO HIROKUNI
IPC分类号： E02D3/12 , E02F5/06
摘要： PROBLEM TO BE SOLVED: To provide a ground improvement method having a high quality and excellent economical efficiency by actively changing fluidity at each treating depth.
SOLUTION: The ground improvement method mixes and agitates soil with a solidifier while excavating the present place ground. A mixing agitating head given a backhoe is penetrated into the ground and the ground is improved and treated as the ground improvement method. (a) The treating depth fluidity characteristic of treating ground is predetermined so that the fluidity of the treating ground is improved with the increase of the treating depth, a fluidity characteristic value as a target when the treating depth of an object region is specified is obtained from the characteristic and the fluidity of the treating ground immediately after treatment in the object region reaches the fluidity characteristic value in this case. (b) The rotational speed of a mixing agitating blade in the case of an actual mixing agitation is not made lower than half the rotational speed of the mixing agitating blade in the case of a non-loading.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：通过主动地改变每个处理深度处的流动性来提供具有高质量和优异的经济效率的地面改进方法。
解决方案：地面改良方法在挖掘当前地面的同时，用固化剂混合搅拌土壤。给予反铲的混合搅拌头穿入地面，地面被改善并作为地面改良方法处理。（a）处理地面的处理深度流动性特性是预定的，以便随着处理深度的增加，处理地面的流动性得到改善，获得当指定对象区域的处理深度时的流动特性值作为目标在这种情况下，在处理后的处理场的特性和流动性在目标区域中达到流动特性值。（b）在实际混合搅拌的情况下，混合搅拌叶片的旋转速度不低于混合搅拌叶片在不加载的情况下的旋转速度的一半。版权所有（C）2007，JPO＆INPIT

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