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1. 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

2. 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

3. 发明专利

JP2005163457A Soil fixing fluid injection device 审中-公开
标题翻译：土壤固定注射装置
公开(公告)号：JP2005163457A
公开(公告)日：2005-06-23
申请号：JP2003406324
申请日：2003-12-04
申请人： Kyokado Eng Co Ltd , Taiyo Kiso Kogyo Kk , Tekken Constr Co Ltd , 太洋基礎工業株式会社 , 強化土エンジニヤリング株式会社 , 鉄建建設株式会社
发明人： YASHIRO KOJI , INOUE MITSUO , IMAI KINJI , NASU TAKEO , ITO TAKAYOSHI
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a soil fixing fluid injection device which dispenses with a large-scale device, facilitates change of injection conditions such as an injection speed and an injection rate of a chemical, depending on an injection location, and is controllable such that desired injection conditions are set depending on the injection location over time.
SOLUTION: The soil fixing fluid injection device is formed of double pipe injectors 20, pumps 30, and a control unit 50. The double pipe injectors each have injection pipe elevating means 28 which are located at a plurality of sites 11 at which the soil fixing fluid is to be injected. The pumps 30 are independent from each other and function to force-feeding a soil fixing fluid G to the double pipe injectors 20. The control unit 50 has: a driving control section for controlling driving of the injection pipe elevating means 28 of each double pipe injector 20, and the pumps 30; a setting section for setting driving and driving termination of the injection pipe elevating means 28 and the pumps 30 in chronological order; and a recording display section for recording and displaying a two-dimensional arrangement location (X-Y) and a three-dimensional location in a depth location (Z) of each double pipe injector 20, and an uninjected location and injected location of each three-dimensional location.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：解决的问题：为了提供一种省去大型装置的污物固定液注射装置，根据注射位置，有助于改变注射速度和化学品的注射速率等注射条件，以及是可控的，使得根据喷射位置随时间而设定期望的喷射条件。
解决方案：土壤固定液注入装置由双管喷射器20，泵30和控制单元50形成。双管喷射器各自具有喷射管升降装置28，喷射管升降装置28位于多个位置11处，土壤固定液要注入。泵30彼此独立，并且用于将土壤固定流体G强力供给到双管喷射器20.控制单元50具有：用于控制每个双管的喷射管升降装置28的驱动的驱动控制部喷射器20和泵30; 用于设置喷射管升降装置28和泵30的驱动和驱动终止的设置部分，时间顺序; 以及用于记录和显示每个双管喷射器20的深度位置（Z）中的二维排列位置（XY）和三维位置的记录显示部分，以及每个三维立体图像的未注入位置和注射位置位置。版权所有（C）2005，JPO＆NCIPI

4. 发明专利

JP2012007019A Mixing system of soil improvement chemical 审中-公开
标题翻译：土壤改良化学混合体系
公开(公告)号：JP2012007019A
公开(公告)日：2012-01-12
申请号：JP2010141957
申请日：2010-06-22
申请人： Fuji Kagaku Kk , Shinko Kensetsu Kk , Taiyo Kiso Kogyo Kk , Toa Harbor Works Co Ltd , 信幸建設株式会社 , 太洋基礎工業株式会社 , 富士化学株式会社 , 東亜建設工業株式会社
发明人： ONO YASUTOSHI , IZUMI SHINYA , NAGASHIMA YOSUKE , OKADA YOSHIMASA , ITO TAKAYOSHI , ISOBE HIROSHI , SASAHARA SHIGEO , SHIMOKAWA HIROYUKI
IPC分类号： C09K17/12 , C09K17/02 , C09K103/00 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a mixing system that precisely supplies just a predetermined amount of each blending solution when producing soil improvement chemical whose pH value changes sensitively according to a blending ratio of the blending solutions to be subjected to batch mixing.SOLUTION: Excess masses of stock solutions B, C, S which are stocked in a water glass stock solution tank 5, a colloidal silica stock solution tank 6, and an acid stock solution tank 7 respectively and excessively supplied to a water glass aqueous solution tank 11, a colloidal silica aqueous solution tank 12, and an acid aqueous solution tank 13 respectively when supply pumps 8a, 8b, and 8c are abruptly stopped are previously acquired and input into a controller 22. A predetermined amount of water W is supplied from a water supply tank 1 to the aqueous solution tanks 11, 12, and 13 based on detected flow rates detected by electromagnetic flowmeters 3a, 3b, and 3c. Predetermined masses of the respective stock solutions B, C, S, which are previously set, are supplied to the aqueous solution tanks 11, 12, and 13 based on the detected masses detected by mass flowmeters 9a, 9b, and 9c, while abruptly stopping the supply pumps 8a, 8b, and 8c, considering the excess masses of respective stock solutions B, C, S using the controller 22.
摘要翻译：要解决的问题：提供一种混合系统，当生产土壤改良化学品时，其pH值根据待混合的共混溶液的混合比敏感地变化，精确地提供预定量的每种混合溶液。
解决方案：分别存放在水玻璃储备溶液罐5，胶体二氧化硅储备溶液罐6和酸储液槽7中的过量的储备溶液B，C，S过量地供应到水玻璃预先获取供给泵8a，8b，8c突然停止时分别将水溶液槽11，胶体二氧化硅水溶液槽12和酸性水溶液槽13输入到控制器22中。预定量的水W为基于由电磁流量计3a，3b，3c检测到的检测到的流量，从供水箱1供给到水溶液罐11,12,13。基于由质量流量计9a，9b，9c检测到的质量，预先设定的各原料溶液B，C，S的预定质量，在突然停止的同时，被供给至水溶液罐11,12,13 考虑到使用控制器22的各个储备溶液B，C，S的多余质量，供给泵8a，8b和8c。版权所有（C）2012，JPO＆INPIT

5. 发明专利

JP2011000507A Soil cleaning method 有权
标题翻译：土壤清洁方法
公开(公告)号：JP2011000507A
公开(公告)日：2011-01-06
申请号：JP2009143659
申请日：2009-06-16
申请人： Jfe Mineral Co Ltd , Jfeミネラル株式会社 , Taiyo Kiso Kogyo Kk , 太洋基礎工業株式会社
发明人： ISHII MUTSUMU , WATANABE TETSUYA , ITO TAKAYOSHI
IPC分类号： B09C1/02 , A62D3/37 , A62D101/22 , B09C1/08
摘要： PROBLEM TO BE SOLVED: To provide a soil cleaning method, which can clean soil contaminated with an organic halide while suppressing the discharge amount of discharged soil.SOLUTION: The soil cleaning method comprises steps of stirring the contaminated soil containing the organic halide while supplying a bubbly liquid in which a metal system reductant is dispersed in bubbles, and of stirring the soil while supplying an antifoamer.
摘要翻译：要解决的问题：提供一种能够清洁被有机卤化物污染的土壤的土壤清洁方法，同时抑制排出土壤的排放量。解决方案：土壤清洁方法包括以下步骤：搅拌含有有机卤化物的污染土壤，同时提供其中金属体系还原剂分散在气泡中并在供应消泡剂的同时搅拌土壤的气泡液体。

6. 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

7. 发明专利

JP2010121282A Grouting equipment and grouting method 有权
标题翻译：组合设备和组装方法
公开(公告)号：JP2010121282A
公开(公告)日：2010-06-03
申请号：JP2008293261
申请日：2008-11-17
申请人： Taiyo Kiso Kogyo Kk , 太洋基礎工業株式会社
发明人： ITO TAKAYOSHI , MIZUSHIMA TATSUHIRO , OGAWA YOSHIHIRO
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide grouting equipment and a grouting method, which enable a proper injected amount of soil improvement material to be injected into ground by employing a simple constitution without use of an expensive member.
SOLUTION: Characteristically, this grouting equipment 10 includes: an injection section 5; a storage section 2; a pumping means 3; a detection section 6; a distribution section 4 which distributes the soil improvement material between the injection section 5 and the storage section 2 so that the injection ratio of the amount of soil improvement material, flowing to the side of the injection section 5, to the total amount of soil improvement material pumped by the pumping means 3 can be changed within the predetermined range of the ratio; and a control section 7 which includes an injection ratio increasing section 71 outputting a control signal for increasing the injection ratio to the distribution section 4 when a flow rate is a predetermined amount or below and a pressure is a predetermined one or below, an injection ratio decreasing section 72 outputting a control signal for decreasing the injection ratio to the distribution section 4 when the flow rate exceeds the predetermined amount or the pressure exceeds the predetermined one, and an injection ratio maintaining step outputting a control signal for maintaining the injection ratio, when the flow rate is equal to the predetermined amount and the pressure is the predetermined one or below.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供灌浆设备和灌浆方法，其使得能够通过采用简单的构造将适当注入量的土壤改进材料注入地面而不使用昂贵的构件。解决方案：特征在于，该灌浆设备10包括：注射部分5; 存储部2; 泵送装置3; 检测部6; 分配部分4，其将注入部分5和存储部分2之间的土壤改良材料分配，使得流入注射部分5一侧的土壤改良材料的注入量达到土壤总量的改善通过泵送装置3泵送的材料可以在比率的预定范围内改变; 以及控制部7，其包括喷射率增加部71，当流量为预定量以下且压力为预定值以下时，输出用于将喷射率提高到分配部4的控制信号，喷射比当流量超过预定量或压力超过预定值时，减小部分72输出用于将喷射比降低到分配部分4的控制信号;以及喷射比维持步骤，输出用于保持喷射比率的控制信号，流量等于预定量，压力为预定值或以下。版权所有（C）2010，JPO＆INPIT

8. 发明专利

JP2007009505A Foundation reinforcing method 有权
标题翻译：基金会加固方法
公开(公告)号：JP2007009505A
公开(公告)日：2007-01-18
申请号：JP2005191089
申请日：2005-06-30
申请人： Taiyo Kiso Kogyo Kk , Tekken Constr Co Ltd , 太洋基礎工業株式会社 , 鉄建建設株式会社
发明人： IMAI KINJI , ITO TAKAYOSHI , YAMAMOTO TAKAE , YASHIRO KOJI
IPC分类号： E02D27/34 , E02D3/12 , E02D27/12
摘要： PROBLEM TO BE SOLVED: To provide a foundation reinforcing method for achieving both of the strength increase of a foundation of an existing structure and the prevention of liquefaction.
SOLUTION: The foundation reinforcing method is provided for press-fitting and setting a steel pipe pile doubling as an injection pipe for injecting grout into the ground at a location immediately under the existing foundation with the help of an existing foundation as a bearing body, and carried out by the following steps. Specifically the foundation reinforcing method is comprised of: an excavation step of excavating and forming a working space A' into which a reinforcing pile 20 is press-fitted immediately under the existing foundation 14; a reinforcing pile press-fitting step of press-fitting the reinforcing pile 20 with the help of the bottom surface 14a of the existing foundation as a bearing surface; a grout injection step of injecting the grout G via a hollow portion in the reinforcing pile 20; a support member connection step of connecting a support member 38 for supporting the existing foundation 14 to the reinforcing pile 20; and a backfilling step of forming a reinforcing foundation 40 for reinforcing the existing foundation in the excavated working space A', and backfilling the working space. The reinforcing pile 20 has a grout injection hole 28 formed therein, and is formed by successively expanding a plurality of steel pipes 22 having predetermined lengths.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于实现现有结构的基础的强度增加和防止液化两者的基础加固方法。
解决方案：提供基础加固方法，用于将现有基础作为轴承的现有基础的帮助下，将钢管桩加倍作为注入管道，用于将注浆剂注入现有基础立场下方的地面。身体，并通过以下步骤进行。具体地，基础加固方法包括：挖掘和形成加工桩20的工作空间A'的挖掘步骤，紧固在现有基座14下面; 在现有基座的底面14a作为支承面的帮助下，将加固桩20压配合的加固桩压入工序; 注浆步骤，通过加固桩20中的中空部分注入砂浆G. 支撑构件连接步骤，用于将用于支撑现有基座14的支撑构件38连接到加强桩20; 以及回填步骤，形成用于加强挖掘的工作空间A'中的现有基础的加强基础40，并且填充工作空间。增强桩20具有形成在其中的灌浆注入孔28，并且通过连续地膨胀具有预定长度的多个钢管22而形成。版权所有（C）2007，JPO＆INPIT

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