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1. 发明专利

JP2011202355A Method for creating underground structure with standard bubble stabilizing liquid 有权
标题翻译：用标准泡沫稳定液制造地下结构的方法
公开(公告)号：JP2011202355A
公开(公告)日：2011-10-13
申请号：JP2010067735
申请日：2010-03-24
申请人： Maguma:Kk , Sumitomo Mitsui Construction Co Ltd , Taiyo Kiso Kogyo Kk , Takenaka Doboku Co Ltd , Toda Constr Co Ltd , Waseda Univ , 三井住友建設株式会社 , 太洋基礎工業株式会社 , 学校法人早稲田大学 , 戸田建設株式会社 , 有限会社マグマ , 株式会社竹中土木
发明人： AKAGI KANICHI , KONDO YOSHIMASA , TSUCHIYA ATSUO , HIRAI TAKU , UKEKAWA MAKOTO , MIYATA KATSUTOSHI
IPC分类号： E02D5/18 , E02D5/20 , E02D29/045 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To prevent a fall in sticking property between a reinforcement and concrete due to clay that causes a fall in the performance of a structure in creating a cast-in-place concrete pile or a concrete underground continuous wall, to prevent formation of a hardly water permeable layer due to clay of a hole wall surface that degrades the performance of the cast-in-place concrete pile, to dispense with dredging due to settlement of large grain size grit soil in a bubble stabilizing liquid and to properly use the bubble stabilizing liquid for stabilizing the hole wall and bubble slurry for excavation to facilitate sludge disposal of bubbles in excavated soil.SOLUTION: An excavated wall surface is stably held using the standard bubble stabilizing liquid with a fixed physical property value. The standard bubble stabilizing liquid is repeatedly used as the supply and recovery process, and excavation is carried out using excavation bubble slurry obtained by adding bubbles or water into excavated soil, and mixing and stirring them into a suspended state with a rotary blade of an excavator for the purpose of excavation and sludge. A mixing preventing bulkhead is used so as not to mix the standard bubble stabilizing liquid and the excavation bubble slurry.
摘要翻译：要解决的问题：为了防止由于粘土引起的钢筋和混凝土之间的粘附性降低，导致在产生现浇混凝土桩或混凝土地下连续墙的结构的性能下降，以防止形成由于孔壁表面的粘土导致的难以渗水的层，其降低现浇混凝土桩的性能，以免由于气泡稳定液体中的大粒度砂土沉降引起的疏浚，并适当地使用用于稳定孔壁的泡沫稳定液和用于挖掘的气泡浆料，以便于在开挖的土壤中污泥处理泡沫。解决方案：使用具有固定物理性质的标准气泡稳定液稳定地保持挖掘的墙壁表面。重复使用标准的气泡稳定液作为供应和回收过程，并使用通过在挖土中加入气泡或水而获得的挖掘气泡浆料进行挖掘，并用挖掘机的旋转叶片将其混合并搅拌成悬浮状态用于挖掘和污泥的目的。使用混合防止舱壁，以便不混合标准气泡稳定液体和开挖气泡浆料。

2. 发明专利

JP2012149503A Soil improvement method and management method for the same 有权
标题翻译：土壤改良方法及其管理方法
公开(公告)号：JP2012149503A
公开(公告)日：2012-08-09
申请号：JP2011194389
申请日：2011-09-06
申请人： Hazama Corp , Maeda Corp , Maguma:Kk , Taiyo Kiso Kogyo Kk , Toda Constr Co Ltd , Waseda Univ , 前田建設工業株式会社 , 太洋基礎工業株式会社 , 学校法人早稲田大学 , 戸田建設株式会社 , 有限会社マグマ , 株式会社間組
发明人： AKAGI KANICHI , KONDO YOSHIMASA , TSUCHIYA ATSUO , SHIMOZAKA KENJI , KATSUMATA MASAHARU , SAKUMA SEIYA
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a new soil improvement method and a management method for the same capable of constructing an excellent deep layer mixing pile and a columnar continuous wall by breaking up a cut soil mass and homogeneously mixing the same with a solidification agent even for high-plasticity clay having a large plasticity index Ip as well as a large liquid limit W.SOLUTION: A soil improvement method includes a drilling process which: digs up a drilled soil mass with drilling blades; and cuts as well as breaks up the drilled soil mass by rotation of agitation blades, using a soil improvement machine having the drilling blades as well as the agitating blades. In the drilling process, the agitation blades are rotated at a velocity equal to or larger than an average peripheral velocity necessary for cutting a soil mass in accordance with shear strength of a soil property of the drilled soil mass. The soil improvement method also includes a solidification treatment process which mixes the drilled soil mass and a solidification agent.
摘要翻译：要解决的问题：为了提供一种新的土壤改良方法及其管理方法，能够通过分解切割的土壤质量并将其均匀地混合而构造出优良的深层混合桩和柱状连续壁即使对于具有大的塑性指数Ip的高可塑性粘土也具有大的液体极限W L 的凝固剂。解决方案：土壤改良方法包括钻井过程：用钻刀挖掘钻井土体; 并且通过使用具有钻孔刀片的搅拌叶片的土壤改良机，通过旋转搅拌叶片来切割和分解钻井土壤质量。在钻井过程中，搅拌叶片以等于或大于根据钻井土壤质量的土壤性质的剪切强度切割土壤质量所需的平均圆周速度的速度旋转。土壤改良方法还包括将钻井土体与凝固剂混合的固化处理工艺。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2010236349A Construction method for stage type solidification 有权
标题翻译：阶段型固结的施工方法
公开(公告)号：JP2010236349A
公开(公告)日：2010-10-21
申请号：JP2010056574
申请日：2010-03-12
申请人： Maguma:Kk , Taiyo Kiso Kogyo Kk , Toda Constr Co Ltd , Waseda Univ , 太洋基礎工業株式会社 , 学校法人早稲田大学 , 戸田建設株式会社 , 有限会社マグマ
发明人： AKAGI KANICHI , KONDO YOSHIMASA , TSUCHIYA ATSUO , ASANO HITOSHI , UKEKAWA MAKOTO , SHIMOZAKA KENJI
IPC分类号： E02D5/18 , E02D5/20
摘要： PROBLEM TO BE SOLVED: To provide a construction method for stage type solidification capable of shortening a construction period, reducing a construction cost and building a high quality continuous underground wall by reviewing a process for excavation and solidification even if a solid layer of earth is included in the continuous underground wall building and a solidifying material is not included in a waste mud.
SOLUTION: A concentration method for stage type solidification in a continuous underground wall building is comprised of an excavation process which is to excavate ground while discharging non-solidified injection liquid from the top end of excavator, to mix and stir the injected liquid and the excavated soil and to excavate with a stable liquid which is mixed and stirred by the injected liquid and the excavated soil, and a solidification process which is to solidify a solidifying area, which is a part of excavated area, by supplying solidifying liquid containing a solidifying material in the solidifying area with the other means except the excavator.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够缩短施工周期的阶段型固化的施工方法，通过回顾开挖和固化的工艺，降低施工成本和建造高质量的连续地下墙，即使固体层土壤被包括在连续的地下墙体建筑物中，固体材料不包括在废泥中。
解决方案：连续地下墙体建筑中阶段型固化的浓缩方法包括挖掘工艺，在挖掘机顶端排放非凝固注射液的同时挖掘地面，混合搅拌注入液体和挖掘的土壤，并用注入液体和挖土的混合搅拌的稳定液体进行挖掘，以及凝固过程，其是固化作为挖掘区域的一部分的凝固区域，通过提供含有在除了挖掘机之外的其他装置的固化区域中的固化材料。版权所有（C）2011，JPO＆INPIT

4. 发明专利

JP2013136938A Underground continuous cut-off wall method 有权
标题翻译：地下连续切墙方法
公开(公告)号：JP2013136938A
公开(公告)日：2013-07-11
申请号：JP2012259965
申请日：2012-11-28
申请人： Waseda Univ , 学校法人早稲田大学 , Maguma:Kk , 有限会社マグマ , Taiyo Kiso Kogyo Kk , 太洋基礎工業株式会社
发明人： AKAGI KANICHI , KONDO YOSHIMASA , TSUCHIYA ATSUO
IPC分类号： E02D5/18
摘要： PROBLEM TO BE SOLVED: To provide an underground continuous cut-off wall method in which an underground continuous cut-off wall is established by a wall composition using a smectite clay mineral granular materials as a main component, regarding the impervious performance of the underground continuous cut-off wall, and in which the underground continuous cut-off wall has self-repair performance for a crack due to water absorption and expansivity of the smectite clay mineral granular material when the wall is cracked.SOLUTION: The underground continuous cut-off wall method comprises a step of digging and mixing by using bubble-mixed earth obtained by adding bubble or bubble and water, as a stabilizer, and a replacement step of sending a wall composition to the bottom of the dug part so as to replace the bubble-mixed earth with the wall composition after completion of the digging and mixing step. In the method, the wet density of the bubble-mixed earth at the time of digging and mixing is adjusted to be in a range from 1.03-1.72 g/cm, and the wall composition to be used in the replacement step is obtained by mixing a smectite clay mineral granular material with water or with water and bubble.
摘要翻译：要解决的问题：提供一种地下连续切割壁法，其中通过使用蒙脱石粘土矿物颗粒材料作为主要成分的壁组合物建立地下连续切割壁，关于地下连续的不透水性能切割墙，其中地下连续切割墙在壁破裂时由于吸水和蒙脱石粘土矿物颗粒材料的膨胀而对裂纹具有自修复性能。解决方案：地下连续切断壁方法包括通过使用通过加入气泡或气泡和水而获得的气泡混合土作为稳定剂进行挖掘和混合的步骤，以及将壁组合物送到挖掘部分的底部以便更换气泡的替换步骤混合后的土壤与墙体组成完成后的挖掘和混合步骤。在该方法中，将挖掘混合时的气泡混合土的湿密度调整为1.03〜1.72g / cm 2的范围，通过混合得到用于替换步骤的壁组成一种蒙脱石粘土矿物颗粒状材料，具有水或水和气泡。

5. 发明专利

JP2010150914A Method of forming soil cement column and soil cement continuous wall 有权
标题翻译：形成土壤水泥柱和土壤水泥连续墙的方法
公开(公告)号：JP2010150914A
公开(公告)日：2010-07-08
申请号：JP2009270759
申请日：2009-11-27
申请人： Maguma:Kk , Sumitomo Mitsui Construction Co Ltd , Taiyo Kiso Kogyo Kk , Takenaka Doboku Co Ltd , Waseda Univ , 三井住友建設株式会社 , 太洋基礎工業株式会社 , 学校法人早稲田大学 , 有限会社マグマ , 株式会社竹中土木
发明人： AKAGI KANICHI , KONDO YOSHIMASA , TSUCHIYA ATSUO , INNAMI SHUZO , HIRAI TAKU
IPC分类号： E02D5/18 , E02D5/20
摘要： PROBLEM TO BE SOLVED: To provide a method of forming a soil cement column by which method mud-containing cement is not discharged, and to provide a method of forming a soil cement continuous wall by which method the volume of the discharged mud-containing cement is reduced substantially.
SOLUTION: The method of forming the soil cement column with an excavation depth Z includes a step of excavating/stirring soil while supplying at least air bubbles to the excavated soil, and a step of stirring the excavated soil while supplying a solidifier milk containing cement and a defoaming agent to the excavated soil.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种形成土壤水泥柱的方法，通过该方法，含泥浆的水泥不排出，并且提供一种形成土壤水泥连续壁的方法，通过该方法排出的泥浆的体积的水泥基本上减少。解决方案：具有开挖深度Z的土壤水泥柱的形成方法包括在向挖掘的土壤供应至少气泡的同时挖掘/搅拌土壤的步骤，以及在提供固化剂奶时搅拌挖掘的土壤的步骤含水泥和消泡剂。版权所有（C）2010，JPO＆INPIT

6. 发明专利

JP2013100691A Excavating device and excavating method 有权
标题翻译：挖掘装置和挖掘方法
公开(公告)号：JP2013100691A
公开(公告)日：2013-05-23
申请号：JP2011245322
申请日：2011-11-09
申请人： Taiyo Kiso Kogyo Kk , 太洋基礎工業株式会社 , Sanwa Kizai Co Ltd , 三和機材株式会社
发明人： ITO TAKAYOSHI , TSUCHIYA ATSUO , OKUYAMA YOSHIHIRO , SASAGE KOICHI , KIKUCHI KUNINORI
IPC分类号： E02F5/06
摘要： PROBLEM TO BE SOLVED: To solve the problem in which: when a horizontal portion of an excavation groove is excavated, it is necessary to move an excavation table and a mast as well as an excavating machine; and, accordingly, work is troublesome and a subtle correction of the excavation groove is also not easy.SOLUTION: In an excavating device, an excavating machine 5 is hung from a crane 6 provided on a ground travelling vehicle 1 by a wire 21 so as to be capable of freely ascending and descending, a base portion of a machine body side horizontal supporting body 26 is mounted on a table 3 of the ground travelling vehicle 1 and a catch fork portion 24 mounted to a leader 22 for supporting the excavating machine 5 is mounted to a leading end of the machine body side horizontal supporting body 26 via a sliding mechanism 25.
摘要翻译：要解决的问题：为了解决挖掘槽的水平部分，需要移动挖掘台和桅杆以及挖掘机的问题; 因此，工作是麻烦的，挖掘槽的微妙校正也不容易。解决方案：在挖掘装置中，挖掘机5通过线21由设置在地面行驶车辆1上的起重机6悬挂以能够自由上升和下降，机体侧的基部水平支撑体26安装在地面行驶车辆1的工作台3上，并且安装在用于支撑挖掘机5的引导件22上的卡爪部分24经由机体侧水平支撑体26的前端安装滑动机制25.版权所有（C）2013，JPO＆INPIT

7. 发明专利

JP2007070941A Digger and continuous underground groove excavator 有权
标题翻译： DIGGER和连续地下挖掘机
公开(公告)号：JP2007070941A
公开(公告)日：2007-03-22
申请号：JP2005260739
申请日：2005-09-08
申请人： Fudo Tetra Corp , Kobelco Cranes Co Ltd , Mirai Geo-Tech Kk , Murakamigumi:Kk , Sanwa Kizai Co Ltd , Taiyo Kiso Kogyo Kk , Tenox Corp , コベルコクレーン株式会社 , みらいジオテック株式会社 , 三和機材株式会社 , 太洋基礎工業株式会社 , 株式会社テノックス , 株式会社不動テトラ , 株式会社村上組
发明人： ARAI RYOSUKE , KINOSHITA FUMIO , TSUTANO TOMOAKI , TSUCHIYA ATSUO , KAMI SHUJI , ISHII TOSHIO , UCHIYAMA KOICHI , MURAKAMI NAOKI
IPC分类号： E02F5/06 , E02F3/12 , E02F9/28
摘要： PROBLEM TO BE SOLVED: To provide a digger suitable for bedrock excavation with high strength. SOLUTION: The digger is equipped with a third bit plate 33 having a structure capable of being mounted on a chain link 5 of a chain cutter, a rotary bit 34 providing an edge section having a pointed-shape seen in the circumferential direction to the outer circumferential end section and a bit mounting means 45 mounting the rotary bit 34 to the third bit plate 33 rotatable to the circumference of a shaft along the direction of the excavated width. The rotary bit 34 is supported by a shaft member supporting both ends to a supporting member 46 put on a supporting section erected to a plate body of the third bit plate 33 in a detachable manner. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供适用于高强度基岩开挖的挖掘机。解决方案：挖掘机配备有具有能够安装在链刀的链节5上的结构的第三钻头板33，提供沿圆周方向看到的具有尖角的边缘部分的旋转钻头34 并且将旋转钻头34安装到沿着挖掘宽度的方向旋转到轴的圆周的第三钻头板33上的钻头安装装置45。旋转钻头34由支撑两端的轴构件支撑，该轴构件以可拆卸的方式放置在竖立到第三钻头板33的板体上的支撑部分上的支撑构件46上。版权所有（C）2007，JPO＆INPIT

8. 发明专利

JP2013100690A Excavating device and excavating method 有权
标题翻译：挖掘装置和挖掘方法
公开(公告)号：JP2013100690A
公开(公告)日：2013-05-23
申请号：JP2011245319
申请日：2011-11-09
申请人： Taiyo Kiso Kogyo Kk , 太洋基礎工業株式会社 , Sanwa Kizai Co Ltd , 三和機材株式会社
发明人： ITO TAKAYOSHI , TSUCHIYA ATSUO , OKUYAMA YOSHIHIRO , SASAGE KOICHI , KIKUCHI KUNINORI
IPC分类号： E02F5/06
摘要： PROBLEM TO BE SOLVED: To solve the problem in which a structure of an excavating machine of a chain type cutter is complicated due to a configuration for correcting an excavating posture of the excavating machine by a pressing plate and an actuator.SOLUTION: In an excavating device, an excavating machine 5 is hung from a leader 26 hung from a crane 6 provided on a ground travelling vehicle 1 by a wire 25 so as to be capable of freely ascending and descending, and an inclination detecting device 30 for detecting an inclination of an excavation groove to be excavated by the excavating machine 5 in a longitudinal direction is provided on the excavating machine 5. The excavating device switches a rotational direction of an excavating body 21 of the excavating machine 5 under excavation work on the basis of inclination information of the inclination detecting device 30 and thereby corrects a working posture of the excavating machine 5.
摘要翻译：解决的问题：为了解决由于通过按压板和致动器校正挖掘机的挖掘姿势的构造，链式切割机的挖掘机的结构复杂的问题。解决方案：在挖掘装置中，挖掘机5通过线25悬挂在设置在地面行驶车辆1上的起重机6上的引导件26上，以能够自由上下升降在挖掘机5上设置用于检测由挖掘机5挖掘的挖掘槽5的纵向倾斜的检测装置30.挖掘装置将挖掘机5的挖掘机21的旋转方向切换为挖掘根据倾斜检测装置30的倾斜信息进行工作，从而校正挖掘机5的作业姿势。（C）2013，JPO＆INPIT

9. 发明专利

JP2005068826A Device and method for cutting pile 审中-公开
标题翻译：切割片的装置和方法
公开(公告)号：JP2005068826A
公开(公告)日：2005-03-17
申请号：JP2003300424
申请日：2003-08-25
申请人： Taiyo Kiso Kogyo Kk , 太洋基礎工業株式会社
发明人： IMAI KINJI , ITO TAKAYOSHI , TSUCHIYA ATSUO
IPC分类号： E02D9/04
摘要： PROBLEM TO BE SOLVED: To provide a pile cutting device, by which the periphery of a pile need not be dug down while the pile can be cut more simply in a specified depth.
SOLUTION: The pile cutting device has a cutting means with one or more cutters 26 revolved by a specified revolution radius in the pile 90, a revolution means 20 or the like revolving the cutters 26, moving means 23, 24, 29 or the like changing the revolution radius of the cutters 26 and gradually moving the cutters 26 in the direction inscribed on the inner peripheral surface of the pile 90, and a cutter positioning means 30 or the like positioning the cutters 26 at specified places. Accordingly, the cutters can be inscribed gradually on the inner peripheral surface of the pile by mounting the moving means gradually moving the cutters in the inner peripheral surface direction of the pile. Consequently, a large force more than required is not needed for cutting the pile because the cutters gradually cut the pile from the inner peripheral surface side, and, for example, the pile buried in a ground can be cut even by a human power.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种桩切割装置，通过该桩切割装置，可以在特定深度下更简单地切割桩，从而不需要挖掘桩的周边。解决方案：该切割装置具有切割装置，该切割装置具有一个或多个切割器26，其在绒头90中以指定的旋转半径旋转，旋转装置20等旋转切割器26，移动装置23,24,29或改变切割器26的旋转半径并使切割器26沿着内嵌在绒头90的内周面上的方向逐渐移动，以及刀具定位装置30等将刀具26定位在特定的位置。因此，通过在桩的内周面方向上逐渐移动切割器的移动装置，可以将切割器逐渐地刻在桩的内周面上。因此，由于刀具从内周面侧逐渐切割桩，所以不需要大于所需的力来切割桩，例如即使用人力也能切割埋在地面中的桩。版权所有（C）2005，JPO＆NCIPI

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