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1. 发明专利

JP2011111787A Soil improvement construction method 有权
标题翻译：土壤改良施工方法
公开(公告)号：JP2011111787A
公开(公告)日：2011-06-09
申请号：JP2009268256
申请日：2009-11-26
申请人： Kato Construction Co Ltd , Miki Jiban Kankyo Kogaku Kenkyusho:Kk , Nomu:Kk , 株式会社ノム , 株式会社三木地盤環境工学研究所 , 株式会社加藤建設
发明人： OKOCHI YASUHIKO , MIKI HIROSHI , MAKINO MASAKI
IPC分类号： E02D3/12 , E02D3/08 , E02D3/10 , E02D17/18
摘要： PROBLEM TO BE SOLVED: To provide a soil improvement construction method for allowing a worker to evaluate the effect of restraining ground soil properly in advance, decide a shape and arrangement of rational improving body, and then construct the improving body with reduced cost. SOLUTION: In this soil improving construction method, such improving body 1 that restrains deformation of the ground when receiving load and being deformed is arranged and constructed in the ground. If stress of the soil to be improved in a case of filling construction is increased, the effect of restraining the soil deformation being different depending on the shape and arrangement of the improving body 1 is obtained as a variation of stress of the ground soil by a finite element method in advance. In addition, a variation of strength or rigidity of the ground soil to be caused by the variation of the stress is obtained based on the variation of the stress. After the shape and the arrangement of the improving body tending to increase this variation are decided, this improving body is constructed. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种土壤改良施工方法，使工人能够预先适当地评价地面土壤的效果，决定合理改良体的形状和布置，然后以降低的成本构建改良体。解决方案：在这种土壤改良施工方法中，这种在受到载荷和变形时抑制地面变形的改进体1在地面上布置和构造。如果在填充施工的情况下土壤的应力提高，则根据改良体1的形状和配置，抑制土壤变形的效果不同，作为土壤的应力的变化，得到a 有限元法提前。此外，基于应力的变化，获得由应力变化引起的土壤的强度或刚度的变化。在改善身体的形状和布置趋于增加这种变化之后，确定该改进体。版权所有（C）2011，JPO＆INPIT

2. 发明专利

JP2011174227A Creation method for composite lightweight soil for in-situ construction 审中-公开
标题翻译：用于现场施工的复合轻质土壤的创造方法
公开(公告)号：JP2011174227A
公开(公告)日：2011-09-08
申请号：JP2010037002
申请日：2010-02-23
申请人： Kato Construction Co Ltd , Miki Jiban Kankyo Kogaku Kenkyusho:Kk , Taiyo Kogyo Corp , 太陽工業株式会社 , 株式会社三木地盤環境工学研究所 , 株式会社加藤建設
发明人： MIKI HIROSHI , ISHIDA MASATOSHI , YAMAMOTO MASATO , MASUO TAKAYUKI , MAKINO MASAKI , SATO TOSHIYUKI , ITO HIROKUNI
IPC分类号： E02D17/18 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a creation method for composite lightweight soil which maintains resistance to rotting in the soil so as to be suitable for a lightweight fill method etc., by turning a natural plant piece into a hard-to-rot material or a material incapable of rotting.
SOLUTION: Three materials, that is, in-situ soil, a cement-based solidification material as an alkaline additive, and wood chips are agitated and mixed together under the following conditions (A) and (B) while the in-situ soil is excavated by a trencher-type agitating and mixing machine. In the condition (A), a mixing ratio between the soil and the plant pieces is expressed by an expression: ρw=0.02 to 0.3×ρt where ρt represents the weight of the soil and ρw represents the weight of the plant piece. In the condition (B), the mixing ratio of the additive per 1 m
3 of the volume of the soil is 50 kg or larger. Consequently, the alkaline composite lightweight soil in which a hydrogen ion exponent after the mixing of the three materials is pH 8 or larger, preferably, pH 10 or higher is created.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种复合轻质土壤的制造方法，其通过将天然植物片材变成难以固化的方式来保持抵抗土壤中的腐烂，从而适合于轻质填充方法等，腐烂材料或不能腐烂的材料。解决方案：在以下条件（A）和（B）下，将三种材料，即原位土壤，作为碱性添加剂的水泥基固化材料和木屑搅拌并混合在一起，原位土由挖沟式搅拌机进行挖掘。在条件（A）中，土壤和植物块之间的混合比由以下表达式表示：ρw= 0.02〜0.3×ρt其中ρt表示土壤的重量，ρw表示植物的重量。在条件（B）中，土壤体积的每1m 3 的添加剂的混合比例为50kg以上。因此，产生三种材料混合后的氢离子指数为pH8以上，优选为pH10以上的碱性复合轻质土壤。版权所有（C）2011，JPO＆INPIT

3. 发明专利

JP2009142810A Water purifying treatment method 审中-公开
标题翻译：水净化处理方法
公开(公告)号：JP2009142810A
公开(公告)日：2009-07-02
申请号：JP2008286028
申请日：2008-11-07
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 , C02F3/00 , C02F3/06
CPC分类号： Y02W10/15
摘要： 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
摘要翻译：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

4. 发明专利

JP2009074296A Construction method for underground impervious wall 有权
标题翻译：地下不良墙的施工方法
公开(公告)号：JP2009074296A
公开(公告)日：2009-04-09
申请号：JP2007244386
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 , HASHIZUME YOSHINORI , NISHIMURA SHINICHI , MAKINO MASAKI , ITO HIROKUNI , UEDA SHIGEO , MASUO TAKAYUKI
IPC分类号： E02D5/20 , B09B1/00 , E02B3/04
摘要： PROBLEM TO BE SOLVED: To join impervious sheets mutually even when an interval between adjacent impervious sheets is large in the construction work.
SOLUTION: This construction method for the underground impervious wall comprises a process for forming a first ditch 2A in the ground G, a process for spreading a rolled first impervious sheet 3C in the first ditch 2A, a process for connecting a dummy joint member with a first end point side joint tool 5 for the first impervious sheet 3C, a process for pulling the dummy joint member out of a flowing fluid in the first ditch 2A after solidifying the flowing fluid in the first ditch 2A, a process for forming a second ditch 2B in the ground G, a process for inserting a joint member 6 into a hole formed in the flowing fluid solidified in the first ditch 2A after pulling out the dummy joint member and connecting the joint member 6 with the first end point side joint tool 5, a process for connecting a first start point side joint tool 5 for a second impervious sheet 3A with the joint member 6, and a process for spreading the rolled second impervious sheet 3A in the second ditch 2B.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：即使在相邻的不透水板之间的间隔在施工作业中大的情况下，也可以相互连接。解决方案：这种用于地下不透水墙的施工方法包括在地面G中形成第一沟2A的工艺，在第一沟2A中铺展第一不可渗透层3C的工艺，连接虚拟接头具有用于第一不透水片3C的第一端点侧接合工具5的工艺，在第一沟2A中固化流动流体之后，将虚拟接头构件从第一沟2A中的流动流体中拉出的处理，在地面G中的第二沟槽2B，在拉出虚拟接合构件并将接合构件6与第一端点侧连接之后，将接合构件6插入形成在第一沟槽2A中的流动流体中的孔中的过程接合工具5，用于将第二不透水片材3A的第一起点侧接合工具5与接合部件6连接的工序，以及将第二不沟槽片材3A卷绕在第二沟槽2B中的工序。版权所有（C）2009，JPO＆INPIT

5. 发明专利

JP2007327276A Hydraulic transmission mechanism for vertical shaft excavator 审中-公开
标题翻译：液压传动机构用于垂直轴挖掘机
公开(公告)号：JP2007327276A
公开(公告)日：2007-12-20
申请号：JP2006159986
申请日：2006-06-08
申请人： Jfe Metal Products & Engineering Inc , Jfe建材株式会社 , Kato Construction Co Ltd , Shimizu Corp , 株式会社加藤建設 , 清水建設株式会社
发明人： ASO TOSHIMITSU , NISHIMURA SHINICHI , ONO KEIJI , KAGEYAMA TAKESHI , MATSUOKA KAORU , MAKINO MASAKI , HAMADA YOSHIYUKI , ITO HIROKUNI
IPC分类号： E21D1/06
摘要： PROBLEM TO BE SOLVED: To form a compact, simple structure to reduce cost and to be divertible.
SOLUTION: The hydraulic transmission mechanism 40 for a vertical shaft excavator 1 is constituted by connecting a hydraulic hose to a diameter enlarging jack 22A operating a diameter enlarging cutter 22 mounted to a cutter 21 from the upper part of a vertical shaft 2. The hydraulic transmission mechanism 40 has: a swivel device 41 comprising a fixed passage pipe and a rotating passage pipe connected to the fixed passage pipe rotatably in the circumferential direction of the vertical shaft; and a hose reel 42 which connects the hydraulic hose 44 wound by connecting hydraulic pressure from the rotating passage pipe, to the diameter enlarging jack 22A, and rotates around the center axis of the vertical shaft. The hose reel 42 and the swivel device 41 are rotated interlocked with the rotation of the diameter enlarging jack 22A.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：形成一个紧凑，简单的结构，以降低成本，并且可以避免。解决方案：用于垂直轴挖掘机1的液压传动机构40通过将液压软管连接到从垂直轴2的上部操作安装到切割器21的直径扩大切割器22的直径扩大千斤顶22A构成。液压传动机构40具有：旋转装置41，其包括固定通道管和旋转通道管，旋转通道管可在垂直轴的圆周方向上可旋转地连接到固定通道管; 以及软管卷轴42，其通过将来自旋转通路管的液压连接到卷绕的液压软管44与直径扩大千斤顶22A连接，并且绕垂直轴的中心轴线旋转。软管卷轴42和旋转装置41与直径扩大插座22A的旋转相互旋转。版权所有（C）2008，JPO＆INPIT

6. 发明专利

JP2006316612A Bucket for lifting excavated soil and device for lifting excavated soul using the same 有权
标题翻译：用于提升挖土的堤坝和使用其提升挖掘井的装置
公开(公告)号：JP2006316612A
公开(公告)日：2006-11-24
申请号：JP2006110412
申请日：2006-04-13
申请人： Kato Construction Co Ltd , 株式会社加藤建設
发明人： MAKINO MASAKI , HAMADA YOSHIYUKI , MIYAHARA YOSHIHIKO , KATAYAMA HIROYUKI , YAMASHITA YUTAKA
IPC分类号： E02F3/47
摘要： PROBLEM TO BE SOLVED: To expand a lifting amount of excavated earth and sand approximately 2-3 times more than that of a conventional hammer grab or the like.
SOLUTION: An openable/closable shell 46 to function as a sand and earth grasping part is mounted in the lower part of a cylindrical bucket body 45 which is in concentric with a yoke 44 and functions as an earth and sand storage part. A hanging sleeve 60 is supported by the yoke 44 so as to be ascendable and descendable, and a switching means is formed of a slot 67 and a lock lever 65 which are formed in the hanging sleeve 60. The closing action of the shell 46 is carried out in accordance with the pull-up operation of a rope 43. An actual operating state in which a whole bucket 41 is hung with the rope 43 while the closing of the shell 46 is completed and a non-operating state in which the whole bucket 41 is hung with the rope 43 while the shell 46 is opened are selectively switched.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了扩大挖掘的土砂的提升量，比常规锤式抓斗等的大约2-3倍。解决方案：用作砂土抓握部的可开闭壳体46安装在圆柱形斗体45的与轭44同心的下部，并用作砂土储存部。悬挂套筒60由轭架44支承成可上升和下降，切换装置由形成在悬挂套筒60中的狭槽67和锁定杆65形成。壳体46的关闭动作为根据绳索43的上拉操作进行。在壳体46的关闭完成时，整个铲斗41与绳索43悬挂的实际操作状态和整个操作状态选择性地切换壳体46打开时，铲斗41与绳索43挂起。版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP2006291487A Impervious wall construction device 有权
标题翻译：不正确的建筑设备
公开(公告)号：JP2006291487A
公开(公告)日：2006-10-26
申请号：JP2005110479
申请日：2005-04-07
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 , ISE JUICHI , KAWADA MASAYA , UEDA SHIGEO , ANDO AKINOBU , MAKINO MASAKI , SATO TOSHIYUKI , ITO HIROKUNI
IPC分类号： E02D5/18
摘要： PROBLEM TO BE SOLVED: To provide a construction device having a simple structure and capable of inserting a roll deeply and constructing an impervious wall having large depth based on a precondition of use of an impervious sheet roll wound like a roll.
SOLUTION: The sheet roll 1 of an impervious sheet S using a female joint 2 and an extension rod 26 in its upper part as core members is supported on a roll intrusion post 11 supported on a leader mast so as to elevate at standing-up straight attitude. The sheet roll 1 is selectively supported by a gripper mechanism 24 capable of gripping it rotatably and a gripper mechanism 25 capable of gripping it so as to prevent rotation in addition to a roll receiving bracket 20 with a positioning pin 21 in a lower part. It is intruded into the ground in a rotation impossible condition, its grip is changed into a rotation possible condition, and it is left in the ground after deploying the impervious sheet S.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种具有简单结构并能够深深地插入辊的构造装置，并且基于使用缠绕在辊上的不透水片材辊的前提条件来构造具有较大深度的不透水壁。解决方案：使用母接头2和作为芯部件的上部的延伸杆26的不透水片S的片材卷1被支撑在支撑在导杆杆上的辊入侵柱11上，以便立起直的态度片卷1由能够可旋转地夹持的夹持机构24和能够夹持的夹持机构25选择性地支撑，以便除了具有定位销21的下部的辊容纳托架20之外，还可以防止旋转。它在不可旋转状态下被侵入地面，其抓地力变为可旋转状态，并且在部署不透水片材S后留在地面上。（C）2007，JPO＆INPIT

8. 发明专利

JP2006207153A Impervious sheet storage device and installation method for impervious sheet using impervious sheet storage device 审中-公开
标题翻译：使用不正确的存储器件的不正确的片材的不正确的存储器件和安装方法
公开(公告)号：JP2006207153A
公开(公告)日：2006-08-10
申请号：JP2005017360
申请日：2005-01-25
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： INAI TAKASHI , KAWASAKI HIROTAKA , YOKOYAMA KATSUHIKO , ISE JUICHI , KAWADA MASAYA , MAKINO MASAKI , SATO TOSHIYUKI , ITO HIROKUNI , UEDA SHIGEO , ANDO AKINOBU
IPC分类号： E02D5/18 , B09B1/00 , E02D19/12
摘要： PROBLEM TO BE SOLVED: To provide an impervious sheet storage device capable of easily developing an impervious sheet by smoothly rotating the rolled impervious sheet and an installation method for the impervious sheet using the impervious sheet storage device.
SOLUTION: This impervious sheet storage device 1 is disposed in a groove formed in a ground, stores the rolled-up impervious sheet 3, and develops the impervious sheet 3 in the groove. The impervious sheet storage device comprises a cylindrical member 5 in which the rolled impervious sheet 3 is stored and outlets 4 for drawing the impervious sheet 3 are formed in the side part thereof, a rotatingly holding means 6 rotatingly holding the impervious sheet 3 in the cylindrical member 5, and a water sealing means 7 closing the outlet 4 disposed on both sides of the impervious sheet 3 passed through the outlets 4.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：解决的问题：提供一种能够通过平滑地旋转轧制的不透水片而容易地显影不透过片的不透液性片材存储装置和使用不透水片材存储装置的不透水片的安装方法。解决方案：该不透水片材存储装置1设置在形成在地面上的凹槽中，存储卷起的不透过片材3，并使不透水片材3在凹槽中形成。不透水片材存储装置包括：圆筒状构件5，其中存储有不可渗透的片材3，并且在其侧部形成有用于拉出不透过片材3的出口4;旋转保持装置6，将不透过片材3旋转地保持在圆柱形（C）2006，JPO＆NCIPI（C）2006，JPO＆NCIPI（C）2006，JPO＆NCIPI

9. 发明专利

JP2006161535A Method of preparing bubble mixed lightweight soil, and its construction device 有权
标题翻译：泡沫混合轻质土壤的制备方法及其构造装置
公开(公告)号：JP2006161535A
公开(公告)日：2006-06-22
申请号：JP2005160789
申请日：2005-06-01
申请人： Aso Foam Crete Co Ltd , Kato Construction Co Ltd , 株式会社加藤建設 , 麻生フォームクリート株式会社
发明人： MAKINO MASAKI , SATO TOSHIYUKI , ICHIHARA NOBUHIKO , MIYAZAKI TAKETOMO
IPC分类号： E02D17/18 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a method of preparing bubble mixed lightweight soil quantifying the relation between the put-on load of a structure constructed on banking, and banking thickness.
SOLUTION: In mixing and agitating existing position soil, bubbles and a solidifying material to prepare the bubble mixed lightweight soil 2 having strength enough to withstand the loading weight followed by the construction of a concrete structure 1, construction is carried out so that the reduced weight following the formation of existing position soil into the lightweight soil is almost equal to the loading weight.
COPYRIGHT: (C)2006,JPO&NCIPI

10. 发明专利

JP2005214009A Device for producing bubble-mixed lightweight soil 审中-公开
标题翻译：用于生产泡沫混合轻质土壤的装置
公开(公告)号：JP2005214009A
公开(公告)日：2005-08-11
申请号：JP2005128972
申请日：2005-04-27
申请人： Aso Foam Crete Co Ltd , Kato Construction Co Ltd , 株式会社加藤建設 , 麻生フォームクリート株式会社
发明人： MAKINO MASAKI , ITO HIROKUNI , MIYAZAKI TAKETOMO
IPC分类号： E02F5/06 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a device for producing bubble-mixed lightweight soil using soil at a construction site.
SOLUTION: The device 1 for producing bubble-mixed lightweight soil comprises a mixer 2 for producing a mixed material by mixing a slurry-like foaming material obtained by adding water to the foaming material with a slurry-like solid material, a grout pump 3 forcibly feeding the mixed material produced by the mixer 2, a compressor 4 feeding compressed air to the mixed material forcibly fed from the grout pump 3, a forming device 31 for producing air milk by passing the mixed material to foam, and a mixing/stirring machine 5 for mixing/stirring the air milk with the soil at a construction site while ejecting the air milk from the tip of a material ejecting port.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种在施工现场使用土壤生产气泡混合轻质土壤的装置。解决方案：用于生产气泡混合轻质土壤的装置1包括混合器2，用于通过将通过向发泡材料中加入水而获得的浆状发泡材料与浆状固体材料混合制成混合材料，泵3强制地输送由混合器2生产的混合物料;压缩机4将压缩空气供给到从浆料泵3强制进料的混合物;一个用于通过将混合物料送入泡沫中产生空气牛奶的成形装置31， /搅拌机5，用于将空气牛奶与施工现场的土壤混合/搅拌，同时从材料排出口的顶端喷出空气牛奶。版权所有（C）2005，JPO＆NCIPI

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