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1. 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

2. 发明专利

JP2006283474A Construction method of impervious wall, ground stirring machine and impervious sheet holding device 有权
标题翻译：不锈钢墙面施工方法，地面刺绣机和不规则的板材保持装置
公开(公告)号：JP2006283474A
公开(公告)日：2006-10-19
申请号：JP2005107362
申请日：2005-04-04
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 , MAKINO MASAKI , SATO TOSHIYUKI , ITO HIROKUNI , UEDA SHIGEO , ANDO AKINOBU
IPC分类号： E02D5/20 , B09B1/00
摘要： PROBLEM TO BE SOLVED: To provide a construction method of an impervious wall for reducing a production amount of surplus soil in construction work of the impervious wall and, at the same time, for shortening a construction period of time in the construction work of the impervious wall.
SOLUTION: In the construction method of the impervious wall constructing the impervious wall comprising an impervious sheet 3 in the ground G, an additive is mixed while stirring the ground G, and the method includes processes of: forming a fluid-like ground stirring body 2; inserting the impervious sheet 3 wound around the inside of the ground stirring body 2 in a roll shape before the ground stirring body 2 is solidified; and spreading the roll-shaped impervious sheet 3 in the ground stirring body 2.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种不透水墙的施工方法，用于减少不透水墙施工工作中剩余土壤的产量，同时缩短施工工期的施工时间的不透水墙。解决方案：在构造不透水壁的不透水壁的施工方法中，包括在地面G中的不透水片3，在搅拌地面G的同时混合添加剂，该方法包括以下步骤：形成流体状地面搅拌体2; 在地面搅拌体2固化之前，将卷绕在地面搅拌体2的内侧的不透水性片3插入卷状; 并将卷状不透水片3分散在研磨搅拌体2中。（C）版权所有（C）2007，JPO＆INPIT

3. 发明专利

JP2006204981A Method of constructing water barrier structure 审中-公开
标题翻译：构造水障碍结构的方法
公开(公告)号：JP2006204981A
公开(公告)日：2006-08-10
申请号：JP2005017359
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 , YOKOYAMA KATSUHIKO , ISE JUICHI , MAKINO MASAKI , SATO TOSHIYUKI , ITO HIROKUNI , UEDA SHIGEO , ANDO AKINOBU
IPC分类号： B09B1/00 , E02D5/18 , E02D19/12
摘要： PROBLEM TO BE SOLVED: To provide a method of constructing a water barrier structure which enables construction with a relatively small construction machine and coping well with conditions associated with a narrow construction yard and improves the water barrier performance and the construction efficiency and reduces the costs associated with joints by arranging a long water barrier sheet to reduce joints of the sheet.
SOLUTION: The method comprises plowing ground in groove form to replace with a fluid S and arranging a water barrier sheet 4 in the groove 3 replaced with the fluid S and has an insertion process of inserting a rolled water barrier sheet 4 into the groove 3 and an extension process of extending the rolled water barrier sheet 4 in the groove 3.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种构造防水结构的方法，该方法能够利用相对小的施工机械进行施工，并且与狭窄的施工场地相关的条件处理良好，并提高了防水性能和施工效率，并降低了施工效率通过布置长的阻水片以减少片材的接合而与接头相关联的成本。解决方案：该方法包括以凹槽形式犁耕地替换流体S，并将水障碍片4布置在由流体S代替的槽3中，并且具有将轧制水阻挡片4插入其中的插入过程凹槽3的延伸过程以及将滚动阻水片4延伸到槽3中的延伸过程。版权所有（C）2006，JPO＆NCIPI

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

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

6. 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

7. 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

8. 发明专利

JP2012207446A Method for constructing impervious wall and construction apparatus used in the method 审中-公开
标题翻译：用于构造方法中使用的不正确的墙壁和构造装置的方法
公开(公告)号：JP2012207446A
公开(公告)日：2012-10-25
申请号：JP2011073864
申请日：2011-03-30
申请人： Shimizu Corp , Taiyo Kogyo Corp , Kato Construction Co Ltd , 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： ISE JUICHI , KAWADA MASAYA , YOKOYAMA KATSUHIKO , HOTTA ATSUSHI , ONO YOICHI , MAKINO MASAKI , ITO HIROKUNI
IPC分类号： E02D5/18
摘要： PROBLEM TO BE SOLVED: To prevent collapse of a sheet roll when the sheet roll obtained by winding an impervious sheet in a roll shape is penetrated into the ground, and the impervious sheet is drawn from the sheet roll sequentially and is spread while the drawer end is fixed so that an impervious wall is constructed in the ground.SOLUTION: A roll penetration post 11 which supports a sheet roll 1 is mounted to a leader mast of a penetration mother machine 6 to be vertically mobile, and the roll penetration post 11 is penetrated into the ground together with the sheet roll 1 and is made to traverse. A traverse auxiliary device 40 of rotary blade system for supporting traverse motion is installed at the lower end of the roll penetration post 11. The traverse motion of the penetration mother machine 6 itself is synchronized with the motion at the lower end of the roll penetration post 11 which travels with the traverse auxiliary force from the traverse auxiliary device 40 while the suitability of an upright degree of the roll penetration post 11 is monitored. Hence, an upright attitude of the roll penetration post 11 during traveling is maintained.
摘要翻译：要解决的问题：为了防止当通过卷绕不透膜的辊卷所获得的片材辊被浸入到地面中时防止片材辊的塌陷，并且不可渗透片材顺序地从片材卷取并且在抽屉端部被固定，使得在地面上构建不透水的墙壁。解决方案：支撑片材卷1的辊穿透柱11安装到穿透母机6的导杆上以便可垂直移动，并且辊穿透杆11与片卷1一起穿入地面并被穿行。用于支撑横动运动的旋转刀片系统的横动辅助装置40安装在辊穿透杆11的下端。穿透母机6本身的横动运动与辊穿透柱的下端的运动同步 11，其横贯辅助装置40的横动辅助力行进，同时监视辊穿入杆11的直立度的适合性。因此，保持行进中的辊穿入杆11的直立姿态。版权所有（C）2013，JPO＆INPIT

9. 发明专利

JP2010203226A Ground improvement method 有权
标题翻译：地面改良方法
公开(公告)号：JP2010203226A
公开(公告)日：2010-09-16
申请号：JP2010101611
申请日：2010-04-27
申请人： Kato Construction Co Ltd , 株式会社加藤建設
发明人： MAKINO MASAKI , SATO TOSHIYUKI , ITO HIROKUNI , MATSUSHITA KYOJI , NODA MASAMICHI
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a ground improvement method which can necessarily and sufficiently increase a strength without increasing the amount of a used solidifying material. SOLUTION: In the ground improvement method, raw soil and the solidifying material are agitated and mixed in an agitating mixer 3 mounted to a backhoe 1 to obtain stabilized soil, thereby increasing the strength of the ground. In order to increase the initial temperature of the stabilized soil immediately after the agitation and mixing, a powdery solidifying material and water is kneaded in a mixing plant 10 to produce solidifying material slurry, which is fed under pressure by a grout pump 13 to a discharge nozzle 8 on the agitating mixer 3 side. A supply passage of steam from a boiler 14 is joined to the middle of the supply passage of the solidifying material slurry, and the joining and mixing obtain high-temperature slurry whose temperature is higher than that of ordinary-temperature slurry. The high-temperature slurry is discharged into and mixed with the raw soil to obtain the stabilized soil. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种在不增加使用的固化材料的量的情况下可以充分提高强度的地面改良方法。解决方案：在地面改良方法中，将原土和固化材料在安装在反铲装置1上的搅拌混合器3中搅拌混合，得到稳定的土壤，从而提高地面的强度。为了在搅拌和混合后立即提高稳定土壤的初始温度，将粉状固化材料和水在混合装置10中捏合，以产生固化材料浆料，该浆料在浆料泵13的压力下进料到排出口喷嘴8在搅拌混合器3一侧。来自锅炉14的蒸汽的供给通路与固化材料浆料的供给通道的中间接合，接合混合得到温度高于常温浆料的高温浆料。将高温浆料排出并与原土混合，得到稳定的土壤。版权所有（C）2010，JPO＆INPIT

10. 发明专利

JP2005307675A Ground improving construction method and ground improving machine 审中-公开
标题翻译：地面改良施工方法及地基改良机
公开(公告)号：JP2005307675A
公开(公告)日：2005-11-04
申请号：JP2004129466
申请日：2004-04-26
申请人： Kato Construction Co Ltd , 株式会社加藤建設
发明人： MAKINO MASAKI , KURATA MINORU , ITO HIROKUNI
IPC分类号： E02F5/06 , E02D3/12 , E02D5/18 , E02D5/20
摘要： PROBLEM TO BE SOLVED: To provide a ground improving construction method and a ground improving machine for performing construction comparatively easily by reducing operator's burden.
SOLUTION: A mixing and stirring head 5 mounted at a tip of an arm 4 of a base machine 1 is inserted into the ground, and the mixing and stirring head 5 excavates and moves in the lateral direction while digging soil at an original position and mixing and stirring solidifying agent to construct an improved wall body 23 in the ground. At this time, the following processes (a), (b) are alternately repeated: (a) a non-running excavation process in which the direction of construction of the improved wall body 23 and the direction of running of the base machine 1 are parallel and the mixing and stirring head 5 excavates and moves in the direction of construction of the improved wall body 23 in the ground using degree of freedom of turn of the arm 4 in a non-running condition of the base machine 1, and (b) a non-excavation running process in which the base machine 1 itself runs and moves in parallel with the direction of construction of the improved wall body 23 and in the direction of excavation and moving of the mixing and stirring head 5 instead of procedures in the non-running excavation process.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种地面改进施工方法和地面改进机，用于相对容易地进行施工，减少操作者的负担。解决方案：将安装在基础机器1的臂4的尖端的混合搅拌头5插入到地面中，并且混合搅拌头5沿着横向方向挖掘和移动，同时以原始的方式挖掘土壤位置和混合搅拌固化剂，以在地面上构建改进的壁体23。此时，交替地重复以下处理（a），（b）：（a）改进壁体23的构造方向和基础机械1的行驶方向的非行驶挖掘处理并且混合搅拌头5在基础机器1的非运行状态下，利用臂4的转动自由度，在地面上改进的壁体23的构造方向进行挖掘和移动，并且（b ）非挖掘运行过程，其中基本机器1本身与改进的壁体23的构造方向并行地并行地移动并移动，而不是混合搅拌头5的挖掘和移动方向，而不是在非运行挖掘过程。版权所有（C）2006，JPO＆NCIPI

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