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1. 发明专利

JP2008101389A Soil improvement method 有权
标题翻译：土壤改良方法
公开(公告)号：JP2008101389A
公开(公告)日：2008-05-01
申请号：JP2006284693
申请日：2006-10-19
申请人： Kokudo Sogo Kensetsu Kk , Maeda Corp , Taiyo Kiso Kk , 前田建設工業株式会社 , 国土総合建設株式会社 , 大洋基礎株式会社
发明人： MATSUSHIMA HITOBUMI , ITAGAKI KOZO , TAKEDA TOSHIYUKI , IRIZUMI HIROTAKA , ISHIGURO TAKESHI , SHIMIZU HIDEKI , KODERA TETSUO , SATO HIDEYUKI
IPC分类号： E02D3/08 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a soil improvement method which efficiently and surely develops a consolidated pile in a soft ground by using a large diameter casing pipe for soil improvement.
SOLUTION: A casing pipe 3 with a large diameter equal to the finished diameter is intruded into a soft ground 1 to forcibly increase the side soil pressure of the peripheral ground by the casing pipe 3. A filler 7 is discharged from the end of the casing pipe 3 into the ground, and the casing pipe is raised while jetting a slurry solidifying material into the filler 7 to develop a consolidated pile 8 in the soft ground 1. The solidifying material is sprayed from a solidifying material jetting hole 5 at the end of the casing pipe 3 diagonally downward. An expansion material is added to the filler 7.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种土壤改良方法，通过使用大直径套管进行土壤改良，有效且可靠地在软土地开发固结桩。
解决方案：具有等于成品直径的大直径的套管3被侵入软地面1中，以强制地增加套管3对周围地面的侧面土压力。填料7从末端排出的套管3进入地面，并且在将浆料固化材料喷射到填料7中的同时升高套管，以在软地面1中形成固结的桩8.固化材料从固化材料喷射孔5喷射套管3的端部向下倾斜。填料7中加入膨胀材料。版权所有（C）2008，JPO＆INPIT

2. 发明专利

JP2005061143A Connector of drain material and driving method of the drain material 审中-公开
标题翻译：排水材料连接器和排水材料的驱动方法
公开(公告)号：JP2005061143A
公开(公告)日：2005-03-10
申请号：JP2003295337
申请日：2003-08-19
申请人： Kokudo Sogo Kensetsu Kk , Maeda Corp , Mamoru Mimura , Taiyo Kiso Kk , Toyo Constr Co Ltd , 衛三村 , 前田建設工業株式会社 , 国土総合建設株式会社 , 大洋基礎株式会社 , 東洋建設株式会社
发明人： MIMURA MAMORU , KODERA TETSUO , MATSUSHIMA HITOBUMI , ISHIGURO TAKESHI , SATOU MICHISUKE
IPC分类号： E02D3/10
摘要： PROBLEM TO BE SOLVED: To provide a connector capable of easily and surely constraining drain materials in a state to mutually intersect to put them on top of each other.
SOLUTION: The connector 10 is equipped with a flat cylindrical connector body 11 made by bending molding a transparent plastic plate. The connector body 11 is so constituted that one side of a flat plate section thereof is used for an openable opening and closing lid 12, the opening and closing lid 12 can be closed to a door stop section 13 formed in the connector body 11 by making use of a latch 15 and an opening 14 by one-touch. An extra length section of a vertical drain material 1 driven into a soft ground G is bent in a row state, and after bending parts 1a of the adjoining vertical drain materials 1 are overlapped to insert them in the connector 10, the horizontal drain material 2 is extended through a drain material insertion inlet 17, and after that, when the opening and closing lid 12 is closed, the bending parts 1a of a pair of adjoining vertical drain materials 1 and the horizontal drain material 2 are intersected to constrain in a state to adhere to each other.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种连接器，其能够容易且可靠地约束在相互交叉的状态下的排水材料，以使它们彼此顶部。解决方案：连接器10配备有通过弯曲模制透明塑料板制成的扁平圆柱形连接器主体11。连接器主体11构成为使其平板部的一侧用于可打开的开闭盖12，打开和关闭盖12可以通过制造形成在连接器主体11中的门停止部13闭合通过一次触摸使用闩锁15和开口14。驱动到软地面G中的垂直排水材料1的额外长度部分以行状弯曲，并且在相邻的垂直排水材料1的弯曲部分1a重叠以将其插入连接器10中之后，水平排出材料2 延伸穿过排水材料插入入口17，之后当打开和关闭盖12关闭时，一对邻接的垂直排水材料1的弯曲部分1a和水平排泄材料2相互交叉以约束状态互相坚持版权所有（C）2005，JPO＆NCIPI

3. 发明专利

JP2005061142A Driving method of drain material 审中-公开
标题翻译：排水材料的驱动方法
公开(公告)号：JP2005061142A
公开(公告)日：2005-03-10
申请号：JP2003295336
申请日：2003-08-19
申请人： Kokudo Sogo Kensetsu Kk , Maeda Corp , Mamoru Mimura , Taiyo Kiso Kk , Toyo Constr Co Ltd , 衛三村 , 前田建設工業株式会社 , 国土総合建設株式会社 , 大洋基礎株式会社 , 東洋建設株式会社
发明人： MIMURA MAMORU , KODERA TETSUO , MATSUSHIMA HITOBUMI , ISHIGURO TAKESHI , SATOU MICHISUKE
IPC分类号： E02D3/10
摘要： PROBLEM TO BE SOLVED: To provide a driving method of a drain material capable of connecting it to a horizontal drain material without bending the upper end section of a vertical drain material.
SOLUTION: After the vertical drain material 1 consisting of a plastic board drain material has been driven at a predetermined pitch through a sheet S into a soft ground G, the upper end section of each vertical drain material 1 is inserted in an intermediate connection inlet section 16C of a T-shaped pipe joint 3 to prevent the slippage by an engaging piece 17. Then, one end sections of shorter horizontal drain materials 2A and 2B are respectively inserted in connecting inlet sections 16A and 16B of both ends of the pipe joint 3 to prevent the slippage by the same engaging piece 17. Each of the other end sections of horizontal drain materials 2A and 2B is inserted in the connecting inlet section 16A or 16B corresponding to the pipe joint 3 of the upper part of the adjoining vertical drain material 1 to smoothly move pore water taken into the vertical drain material as a series of the horizontal drain material 2 to the horizontal drain material 2 through the pipe joint 3.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供能够将其连接到水平排水材料而不弯曲垂直排水材料的上端部分的排出材料的驱动方法。解决方案：在将由塑料板排出材料构成的垂直排泄材料1通过片材S以预定间距驱动到软地面G中之后，每个垂直排泄材料1的上端部分插入中间体 T形管接头3的连接入口部分16C，以防止接合件17滑动。然后，较短的水平排放材料2A和2B的一个端部分别插入到两端的连接入口部分16A和16B中管接头3，以防止相同的接合片17的滑动。水平排水材料2A和2B的每个其它端部分插入与相邻的上部的管接头3相对应的连接入口部分16A或16B 垂直排水材料1，以通过管接头3平滑地将作为一系列水平排水材料2吸收的孔隙水移动到水平排水材料2。 T：（C）2005，JPO＆NCIPI

4. 发明专利

JP2005350870A Three-shaft deep mixing method 有权
标题翻译：三轴深度混合方法
公开(公告)号：JP2005350870A
公开(公告)日：2005-12-22
申请号：JP2004169777
申请日：2004-06-08
申请人： Fudo Constr Co Ltd , Kokudo Sogo Kensetsu Kk , Ok Soil:Kk , Shimizu Corp , 不動建設株式会社 , 国土総合建設株式会社 , 株式会社オーケーソイル , 清水建設株式会社
发明人： MORIYASU TAKUYA , KAWASAKI HIROTAKA , YOKOYAMA KATSUHIKO , KAMIMURA KAZUYOSHI , KURIHARA MINORU , HONDA KIMIYUKI , KODERA TETSUO , HARA TOSHIRO , UEHARA KOJI , HARADA KENJI , ISOTANI SHUJI , TAKAHASHI TATSUO
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To agitate and mix soil and a solidifying material in a more reliable and efficient manner in a three-low agitation area formed by three rotating shafts.
SOLUTION: Out of the three rotating shafts 1, the rotating shafts 1a on both sides are rotated in the same direction, and the center rotating shaft 1b is rotated in the reverse direction to form a succession of agitation flow allowing improved soil to continuously flow over the whole agitation area. The rotating speed of the rotating shafts on both sides is made different from that of the center rotating shaft to cause the difference to the improved soil between both side parts and the center part of the agitation area, thus accelerating the flow of the improved soil between them. The supply quantity of the solidifying material from the rotating shaft of high rotating speed is set larger than that from the rotating shaft of low rotating speed. The rotating speed of the rotating shaft of high load is set smaller than that of the rotating shaft of low load.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：在三个旋转轴形成的三低搅拌区域中，以更可靠和高效的方式搅拌和混合土壤和固化材料。解决方案：在三个旋转轴1中，两侧的旋转轴1a沿相同方向旋转，中心旋转轴1b沿相反方向旋转，形成一连串搅拌流，从而改善土壤连续流过整个搅拌区域。两侧旋转轴的旋转速度与中心旋转轴的旋转速度不同，导致两侧部分和搅拌区域的中心部分之间改善的土壤的差异，从而加速了改良土壤的流动他们。来自高转速旋转轴的固化材料的供给量设定为比来自低转速的旋转轴的供给量大。高负荷旋转轴的转速设定为小于低负荷旋转轴的旋转速度。版权所有（C）2006，JPO＆NCIPI

5. 发明专利

JP2005350869A Three-shaft deep mixing method of soil stabilization 有权
标题翻译：土壤稳定三轴深度混合方法
公开(公告)号：JP2005350869A
公开(公告)日：2005-12-22
申请号：JP2004169776
申请日：2004-06-08
申请人： Fudo Constr Co Ltd , Kokudo Sogo Kensetsu Kk , Ok Soil:Kk , Shimizu Corp , 不動建設株式会社 , 国土総合建設株式会社 , 株式会社オーケーソイル , 清水建設株式会社
发明人： YOKOYAMA KATSUHIKO , KAWASAKI HIROTAKA , MORIYASU TAKUYA , KAMIMURA KAZUYOSHI , KURIHARA MINORU , HONDA KIMIYUKI , KODERA TETSUO , HARA TOSHIRO , UEHARA KOJI , HARADA KENJI , ISOTANI SHUJI , TAKAHASHI TATSUO
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To surely and efficiently agitate and mix soil and a solidification material in a triple agitating area which is formed of three rotating shafts.
SOLUTION: The rotating shafts 1a on both sides among the three rotating shafts 1 are rotated in the same direction, and the central rotating shaft 1b is rotated in the direction opposite to the rotational direction of the rotating shafts 1a, so that a series of agitating flows, where improved soil continuously flows throughout an agitating area, can be formed. A difference is made between improved soil pressures in the agitating area by making a difference between the amounts of the solidification materials supplied from the respective rotating shafts, so that a horizontal flow of the improved soil in the agitating area can be accelerated. The amount of the solidification material supplied from the respective rotating shafts is changed with time. The amount of the solidification material supplied from the high-load rotating shaft is set larger than that of the solidification material supplied from the low-load rotating shaft.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：在由三个旋转轴组成的三重搅拌区域中，确切有效地搅拌和混合土壤和固化材料。解决方案：三个旋转轴1两侧的旋转轴1a沿相同方向旋转，中心旋转轴1b沿与旋转轴1a的旋转方向相反的方向旋转，使得可以形成一系列搅拌流，其中改善的土壤连续地流过搅拌区域。通过从各旋转轴供给的凝固材料的量之间的差异来改变搅拌区域中的土壤压力之间的差异，从而可以加速搅拌区域中改善的土壤的水平流动。从各旋转轴供给的凝固材料的量随时间而变化。从高负载旋转轴供给的凝固材料的量设定为比从低负载旋转轴供给的凝固材料的量多。版权所有（C）2006，JPO＆NCIPI

6. 发明专利

JP2005350868A Three-shaft deep mixing method of soil stabilization, and three-shaft deep mixing apparatus for soil stabilization 有权
标题翻译：土壤稳定三轴混合混合方法，土壤稳定三轴混合搅拌装置
公开(公告)号：JP2005350868A
公开(公告)日：2005-12-22
申请号：JP2004169775
申请日：2004-06-08
申请人： Fudo Constr Co Ltd , Kokudo Sogo Kensetsu Kk , Ok Soil:Kk , Shimizu Corp , 不動建設株式会社 , 国土総合建設株式会社 , 株式会社オーケーソイル , 清水建設株式会社
发明人： KAWASAKI HIROTAKA , YOKOYAMA KATSUHIKO , MORIYASU TAKUYA , KAMIMURA KAZUYOSHI , KURIHARA MINORU , HONDA KIMIYUKI , KODERA TETSUO , HARA TOSHIRO , UEHARA KOJI , HARADA KENJI , ISOTANI SHUJI , TAKAHASHI TATSUO
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a three-shaft deep mixing method of soil stabilization, which enables soil and a solidification material to be surely and efficiently agitated and mixed together, and a three-shaft deep mixing apparatus for the soil stabilization, for use in the method.
SOLUTION: Three rotating shafts 1, the leading ends of which are equipped with agitating blades 4, are juxtaposed; the rotating shafts 1a on both sides are rotated in the same direction; the central rotating shaft 1b is rotated in the direction opposite to the rotational direction of the rotating shafts 1a, so that a series of agitating flows, such that improved soil continuously flows throughout an agitating area 5, can be formed; and a stabilizer 8 is provided between the lower ends of the respective rotating shafts. The solidification material is supplied only from the two rotating shafts 1a on both the sides. A spiral 6, which pushes surrounding soil upward when the rotating shaft is normally rotated in penetration and which pushes the surrounding soil downward when the rotating shaft is counterrotated in extraction, is provided on the outer peripheral surface of the central rotating shaft 1b.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供土壤稳定化的三轴深混合方法，使土壤和固化材料可以有效地和有效地搅拌和混合在一起，以及用于土壤稳定化的三轴深混合装置，用于该方法。
解决方案：三个旋转轴1的前端装有搅拌叶片4并置; 两侧的旋转轴1a沿相同的方向旋转; 中心旋转轴1b沿与旋转轴1a的旋转方向相反的方向旋转，从而可以形成一系列搅拌流，使得改善的土壤连续地流过搅拌区域5; 并且在相应的旋转轴的下端之间设置有稳定器8。凝固材料仅从两侧的两个旋转轴1a供给。一个螺旋6，当旋转轴在穿过中正常旋转时将周围的土壤向上推动，并且当旋转轴在提取时反转时将周围土壤向下推动，螺旋6设置在中心旋转轴1b的外周表面上。版权所有（C）2006，JPO＆NCIPI

7. 发明专利

JP2004298659A In-situ mixing treatment construction method and apparatuses for contaminated soil or the like on sea bed 有权
公开(公告)号：JP2004298659A
公开(公告)日：2004-10-28
申请号：JP2003091116
申请日：2003-03-28
申请人： Kitagawa Iron Works Co Ltd , Kokudo Sogo Kensetsu Kk , Takenaka Doboku Co Ltd , Toa Harbor Works Co Ltd , Toyo Constr Co Ltd , 国土総合建設株式会社 , 東亜建設工業株式会社 , 東洋建設株式会社 , 株式会社北川鉄工所 , 株式会社竹中土木
发明人： NAKAJIMA HIDEAKI , TOKUNAGA YUKIHIKO , ONISHI TSUNEYASU , IWATSUKI TETSUZO , SAKURAI YUZO , YASUOKA KEIICHI , SARAZAWA KAORU , HARA TOSHIRO , KODERA TETSUO , AZUMI HIROSHI , HATAJIMA TOSHIKATSU
IPC分类号： E02D3/12 , B01F3/18 , B09B3/00 , B09C1/02 , B09C1/08 , C02F11/00
摘要： PROBLEM TO BE SOLVED: To provide an in-situ mixing treatment construction method and apparatus for agitation and mixing the contaminated soil etc., from the bottoms of harbors, rivers, lakes, ponds and the like with a ground stabilizer so as to prevent the diffusion of the contaminants to the utmost in situ and subjecting the mixture to solidification treatment.
SOLUTION: A mixing treatment casing which is installed with a plurality of agitation mixing shafts of the in situ mixing treatment apparatus and opens downward is lowered toward the contaminated soil etc., at the bottom and is set at the depth at which the agitation mixing shafts exist within the strata of the contaminated soil etc. The agitation mixing shafts are driven to make rotation and orbital motion while the set state is maintained and the contaminated soil etc., are subjected to agitation mixing by injecting cement system solidifying materials and other ground stabilizers of a low pH value to the ground, by which the contaminated soil etc., at the bottom are subjected to the solidification treatment at the bottom.
COPYRIGHT: (C)2005,JPO&NCIPI

8. 发明专利

JP2005350871A Three-shaft deep mixing method of soil stabilization 有权
标题翻译：土壤稳定三轴深度混合方法
公开(公告)号：JP2005350871A
公开(公告)日：2005-12-22
申请号：JP2004169778
申请日：2004-06-08
申请人： Fudo Constr Co Ltd , Kokudo Sogo Kensetsu Kk , Ok Soil:Kk , Shimizu Corp , 不動建設株式会社 , 国土総合建設株式会社 , 株式会社オーケーソイル , 清水建設株式会社
发明人： KAMIMURA KAZUYOSHI , KAWASAKI HIROTAKA , YOKOYAMA KATSUHIKO , MORIYASU TAKUYA , KURIHARA MINORU , HONDA KIMIYUKI , KODERA TETSUO , HARA TOSHIRO , UEHARA KOJI , HARADA KENJI , ISOTANI SHUJI , TAKAHASHI TATSUO
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a three-shaft deep mixing method of soil stabilization, which enables soil and a solidification material to be surely and efficiently agitated and mixed.
SOLUTION: Three rotating shafts 1, the leading ends of which are equipped with agitating blades 4, are juxtaposed. A spiral 6, which pushes surrounding soil upward when the rotating shaft is normally rotated in penetration and which pushes the surrounding soil downward when the rotating shaft is counterrotated in extraction, is provided only on the outer peripheral surface of the central rotating shaft 1b. The push-up and push-down of the soil by the spiral make soil pressure in the central part of an agitating area 5 deceased in the penetration/increased in the extraction, so that the horizontal flow of improved soil in the agitating area can be accelerated. The solidification material is supplied only from the two rotating shafts 1a on both sides. The rotating shafts 1a on both the sides among the three rotating shafts are rotated in the same direction, and the central rotating shaft 1b is rotated in a direction opposite to the rotational direction of the rotating shafts 1a, so that a series of agitating flows, such that the improved soil continuously flows throughout the agitating area 5, can be formed.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供土壤稳定化的三轴深混合方法，使土壤和固化材料能够被有效地搅拌和混合。
解决方案：三个旋转轴1的前端装有搅拌叶片4并置。旋转体6，当旋转轴通常在穿透中旋转时向上推动周围的土壤，并且当旋转轴在提取中反转时将周围的土壤向下推动，仅在中心旋转轴1b的外周表面上提供。通过螺旋的上推和下推土壤使得搅拌区域5的中心部分的土壤压力在提取物的渗透/增加中死亡，使得搅拌区域中改善的土壤的水平流动可以是加快。凝固材料仅从两侧的两个旋转轴1a供给。三个旋转轴两侧的旋转轴1a沿相同的方向旋转，中心旋转轴1b沿与旋转轴1a的旋转方向相反的方向旋转，从而一系列的搅动流动，使得改善的土壤可以连续地流过搅拌区域5。版权所有（C）2006，JPO＆NCIPI

9. 发明专利

JPS5938373B2 JPS5938373B2 - 失效
公开(公告)号：JPS5938373B2
公开(公告)日：1984-09-17
申请号：JP9462279
申请日：1979-07-25
申请人： Kokudo Sogo Kensetsu Kk
发明人： KODERA TETSUO
IPC分类号： E02D3/08 , E02D3/10

10. 发明专利

JPS57123320A Construction and administration of sand pile 失效
标题翻译：砂石的施工和管理
公开(公告)号：JPS57123320A
公开(公告)日：1982-07-31
申请号：JP665381
申请日：1981-01-20
申请人： Kokudo Sogo Kensetsu Kk
发明人： KODERA TETSUO , KODAIRA KAZUNORI
IPC分类号： B65G17/30 , E02D3/10
CPC分类号： E02D3/106
摘要： PURPOSE:To construct a sand pile made up of uniform amounts of sand by a simplified method in which the ratio between the drawing length of a hollow pipe and its moving distance in sand layer, satisfying disign amounts, is memorized in an arithmetic unit, output signals from a depth guage and a sand level meter are put in the arithmetic unit, and the shortage of the drawing length of the hollow pipe is displayed on an operation indicator. CONSTITUTION:A depth guage and a sand level meter are attached to a sand pile-forming hollow pipe. When a sand level input voltage is changed and also a depth input voltage is changed, signals are sent through an input amplifying circuit As1 to a differential circuit As2 and with the signal of an analog memory circuit M1 to a ratio setting circuit As3 on the sand level input circuit side. On the other hand, on the depth input circuit side, signals are sent, together with the signal of an anolog memory circuit M2, to a differential circuit Ag2 through an input amplifying circuit Ag1. Both signals are sent to a differential circuit Asg to operate the pointer 2 of an operating indicator 1. By this, the excess or shortage of the amount of sand discharged in the hollow pipe is known and the pointer 2 is adjusted so as to indicate zero.
摘要翻译：目的：通过简单的方法构建沙量均匀的沙堆，其中中空管的拉伸长度与沙层移动距离之间的比例满足设计要求，存储在运算单元中，输出来自深度测量仪和沙量计的信号被放入运算单元中，并且中空管的拉伸长度的不足显示在操作指示器上。规定：深砂和沙量计连接到形成砂桩的中空管。当砂级输入电压改变并且深度输入电压改变时，信号通过输入放大电路As1发送到差分电路As2，并且模拟存储器电路M1的信号与砂上的比例设置电路As3 电平输入电路侧。另一方面，在深度输入电路侧，通过输入放大电路Ag1将信号与anolog存储电路M2的信号一起发送到差分电路Ag2。两个信号被送到差动电路Asg以操作操作指示器1的指示器2.由此，中空管中排出的砂量的过量或不足是已知的，并且指针2被调节以便指示零。

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