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1. 发明专利

JP2010255349A Double pipe type steel pipe pile for vibration isolation and construction method therefor 审中-公开
标题翻译：双管式钢管桩用于振动隔离及其施工方法
公开(公告)号：JP2010255349A
公开(公告)日：2010-11-11
申请号：JP2009108733
申请日：2009-04-28
申请人： Asahi Kasei Construction Materials Co Ltd , Takenaka Komuten Co Ltd , 旭化成建材株式会社 , 株式会社竹中工務店
发明人： ARAI MITSUNORI , OKAMURA KATSUMI , WADA KAZUHIKO , TSUCHIYA TOMIO , NAKAYAMA NOBUO , SUGIUCHI AKIHIRO , KUNIMATSU SATOSHI
IPC分类号： E02D5/48 , E02D5/28 , E02D5/56 , E02D7/22 , E02D13/10
摘要： PROBLEM TO BE SOLVED: To provide a double pipe type steel pipe pile for vibration isolation which can rotate and press-fit an inner pipe and an outer pipe at the same time while maintaining a space formed of the pipes by devising an engaging structure between the inner pipe, the outer pipe, and a cap covering the inner pipe and greatly contributes to the shortening of a construction period and the reduction of cost, and a construction method of the steel pipe pile.
SOLUTION: The double pipe type steel pipe pile for vibration isolation includes the inner pipe 1 provided with a closed-end cylindrical cover 4 into which the lower end of the outer pipe 2 is fitted in the vicinity of the lower end thereof, the outer tube 2 whose lower end is fitted into the closed-end cylindrical cover 4 and which is positioned concentric with the inner tube 1, and a cylindrical part 5 fitted into a space of the upper end formed by the inner pipe 1 and the outer pipe 2 and having a ring 6, contacting with the upper surface of the outer pipe 2 on the outer peripheral surface, and comprises the cap 3 for covering the upper surface of the inner pipe 1. The inner pipe 1 is rotation-transmittably fitted to the cap 3, and the outer pipe 2 is rotation-transmittably fitted to the inner pipe 1.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于隔振的双管式钢管桩，其可以同时通过设计接合件而保持由管形成的空间来同时旋转并压配内管和外管内管，外管和覆盖内管的盖结构，大大有助于缩短施工期和降低成本，以及钢管桩的施工方法。解决方案：用于隔振的双管式钢管桩包括设置有封闭端圆筒形盖4的内管1，外管2的下端装配在其下端附近，外管2的下端装配在封闭端圆筒盖4中并且与内管1同心地配置的圆筒部5和嵌合在由内管1形成的上端部的空间的圆筒部5，管2，具有与外管2的上表面在外周面接触的环6，并且包括用于覆盖内管1的上表面的盖3.内管1可旋转地安装到盖3和外管2可旋转地安装在内管1上。版权所有（C）2011，JPO＆INPIT

2. 发明专利

JP2013079515A Cutting/demolition method for concrete filling steel tube column and steel tube cutting device 审中-公开
标题翻译：混凝土填充钢管和钢管切割装置的切割/分解方法
公开(公告)号：JP2013079515A
公开(公告)日：2013-05-02
申请号：JP2011219801
申请日：2011-10-04
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： ARAI MITSUNORI , SHINDO TOSHIO
IPC分类号： E04G23/08
摘要： PROBLEM TO BE SOLVED: To provide a steel tube cutting/demolition method for demolishing and removing CFT columns and a steel-tube cutting device suitable for executing the method.SOLUTION: An overturn prevention treatment 9 is applied to an upper part of a CFT column 100, a guide rail 2 is fixed in ring shape to the outer circumference of a steel tube cutting position, and a decision process of the positioning and fixing state of the guide rail 2 to the CFT column 100 is performed. A steel tube cutting mechanism part 3 is attached to the outer peripheral portion of the guide rail 2 such that the steel tube cutting mechanism part 3 can move along the guide rail 2 in the circumferential direction of the column 100, and a steel-tube cutting device 1 is assembled. Cutting of the steel tube by a steel tube cutting part 34 is advanced in the circumferential direction, while moving the steel tube cutting mechanism part 3 in a circulating direction along the guide rail 2. After completion of the cutting, the steel tube cutting mechanism part 3 and the guide rail 2 are demolished and removed. Thereafter, concrete 102 of the CFT column 100 is cut at the steel tube cutting position 10 or broken by applying a lateral force or a bending force, or divided by applying a splitting force in the direction orthogonal to its axial line.
摘要翻译：要解决的问题：提供用于拆卸和移除CFT柱的钢管切割/拆除方法和适用于执行该方法的钢管切割装置。解决方案：将倒档防止处理9应用于CFT柱100的上部，将导轨2以环状固定在钢管切断位置的外周，并且将定位和执行导轨2到CFT列100的固定状态。钢管切断机构部3安装在导轨2的外周部，使得钢管切断机构部3能够沿导轨2沿列100的圆周方向移动，钢管切断装置1被组装。在钢管切断机构部3沿着导轨2的循环方向移动的同时，通过钢管切断部34切断钢管沿圆周方向前进。切割结束后，钢管切断机构部 3，导轨2被拆除。此后，CFT塔100的混凝土102在钢管切割位置10处被切割，或者通过施加横向力或弯曲力而断裂，或者通过在与其轴线正交的方向上施加分裂力而被分割。版权所有（C）2013，JPO＆INPIT

3. 发明专利

JP2009114667A Slime location checking device and slime location checking method 有权
标题翻译： SLIME位置检查装置和SLIME位置检查方法
公开(公告)号：JP2009114667A
公开(公告)日：2009-05-28
申请号：JP2007286472
申请日：2007-11-02
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： HIRAI YOSHIO , WAKAI SHUICHI , NAKAJIMA MASATO , AOKI MASAMICHI , ITO MITSUO , ARAI MITSUNORI
IPC分类号： E02D5/48 , E02D1/00 , E02D15/06
摘要： PROBLEM TO BE SOLVED: To provide a slime location checking device for checking presence/absence of slime at an arbitrary location of a pile hole, and to provide a slime location checking method.
SOLUTION: According to the structure of an excavator 10, a kelly-bar 12 is lowered into a pile hole 20, and a lowering amount is detected by a rotation amount sensor 95. Next, side wall plates 30 and excavating arm members 34 are moved in a radial direction of the kelly-bar 12 by a link mechanism 66, and moving amounts are detected by a displacement sensor 73. Thus a slime sensor 31 is arranged at a slime presence checking location in an intermediate widened portion 21A or 21B, or a widened bottom portion 23 of the pile hole 20, and subsequently presence/absence of the slime is checked by the slime sensor 31. In this manner since the lowering amount of the kelly-bar 12, and the moving amount of the side wall plates 30 are controlled, the slime sensor 31 can be arranged at the arbitrary location in the intermediate widened portion 21A or 21B or the widened bottom portion 23 in the pile hole 20, to thereby check whether the slime S is present or absent at the location.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于在桩孔的任意位置检查粘液的存在/不存在的粘液位置检查装置，并提供粘液位置检查方法。解决方案：根据挖掘机10的结构，将凯利杆12降低到桩孔20中，并通过旋转量传感器95检测下降量。接下来，侧壁板30和挖掘臂构件 34通过连杆机构66沿着棒状杆12的径向方向移动，并且移动量由位移传感器73检测。因此，粘液传感器31布置在中间加宽部分21A中的粘液存在检查位置处或 21B，或者扩孔20的加宽的底部23，随后由粘液传感器31检查粘液的存在/不存在。以这种方式，由于凯尔棒12的下降量和移动量侧壁板30被控制，粘液传感器31可以布置在桩孔20中的中间加宽部分21A或21B或加宽的底部23中的任意位置处，从而检查粘土S是否存在或不存在那个地点。版权所有（C）2009，JPO＆INPIT

4. 发明专利

JP2007023631A Super high-rise structure 审中-公开
标题翻译：超高层结构
公开(公告)号：JP2007023631A
公开(公告)日：2007-02-01
申请号：JP2005208024
申请日：2005-07-19
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MURATA KOJI , MIKI SHIGETO , NAGAI HISAO , ARAI MITSUNORI
IPC分类号： E04H12/00 , E04B1/34 , E04H9/14
摘要： PROBLEM TO BE SOLVED: To provide a super high-rise structure which is excellent in wind passability and restriction of swirl excitation, gives a flowable impression to a static structure, and achieves remarkable discrimination from a conventional super high-rise structure in terms of a visual impact, by constructing the entire or part of external walls of the structure so as to have a shape twisted upward.
SOLUTION: According to the super high-rise structure, the entire or part of the external walls of the structure has a polygonal horizontal cross section such as a triangular, a square, or a pentagonal one, or a curved horizontal cross section having nonconstant curvatures, such as an elliptic one except for a circular one, or an indeterminate one. Further the structure is constructed so as to have the shape that is twisted upward from a circumference along a vertical axis with the center of gravity of the horizontal cross sectional shape as a twist center.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种具有优良的通风性和旋涡激励的限制的超高层结构，给予静态结构的可流动的印象，并且与常规的超高层结构相比具有显着的区别视觉冲击的术语，通过构造结构的外壁的整个或部分以使其具有向上的形状。解决方案：根据超高层结构，结构的整个或部分外壁具有多边形水平横截面，例如三角形，正方形或五边形，或弯曲的水平横截面具有非恒定曲率，例如除了圆形曲率之外的椭圆形曲率，或不确定曲率。此外，该结构被构造成具有沿水平横截面形状作为扭转中心的沿垂直轴线的圆周向上扭曲的形状。版权所有（C）2007，JPO＆INPIT

5. 发明专利

JP2014231717A 既存構造物の改修装置有权
标题翻译：修复现有结构的设备
公开(公告)号：JP2014231717A
公开(公告)日：2014-12-11
申请号：JP2013113807
申请日：2013-05-30
申请人：株式会社竹中工務店 , Takenaka Komuten Co Ltd
发明人： ARAI MITSUNORI
IPC分类号： E04G23/02
摘要：【課題】既存構造物における上層階部と下層階部との間隔を調整する。【解決手段】改修装置100は、階層部20で分断される構造物10における分断箇所よりも上側の上層階部25に固定装置によって着脱可能に固定される上側固定体110と、上側固定体110の下側に配置され分断箇所よりも下側の下層階部27に固定装置によって着脱可能に固定される下側固定体120と、上側固定体110と下側固定体120との上下方向の間隔を調整する油圧ジャッキ150と、上側固定体110と下側固定体120との上下方向の相対移動を許容しつつ、横方向の相対移動を規制する凹部116、128と凹部116、128に係合する凸部126、118と、を備えている。【選択図】図1
摘要翻译：要解决的问题：调整现有结构中的上层部分和下层部分之间的间隔。解决方案：修理装置100包括：可拆卸地固定在位于上方的故事部分20中的上层部分25上的上定位装置110 要分离的结构10中的分离部分; 底部固定器120，其布置在上定位器110的下方，并且用固定装置可拆卸地固定到位于分离部分下方的下层部分27上; 液压千斤顶150在上定位器110和底部固定器120之间在垂直方向上调节间隔; 凹部116,128允许上定位器110和底部固定器120在垂直方向上相对移动并调节其在其横向上的相对运动; 以及与凹部116,128接合的突出部分126,118。

6. 发明专利

JP2013087582A Excavation rod and excavation method 审中-公开
标题翻译：挖掘杆和挖掘方法
公开(公告)号：JP2013087582A
公开(公告)日：2013-05-13
申请号：JP2011231819
申请日：2011-10-21
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： TAYA YUJI , KAWATO KOSUKE , TSUCHIYA TOMIO , WAKAI SHUICHI , HONDA TAKESHI , ARAI MITSUNORI
IPC分类号： E21B17/22
摘要： PROBLEM TO BE SOLVED: To provide an excavation rod which concurrently exerts an earth removal function, an agitation function and a kneading function.SOLUTION: An excavation rod 10 includes: a spiral screw blade 12 which is provided on an outer peripheral surface of a rod part 14, which is attached to a tip 14D of the rod part 14, and which is set smaller in diameter than an excavation head; and kneading agitation bodies 16A and 16B, the insides of which are joined to an outer edge of the screw blade 12 and in which a diameter of a circle formed around the rod part 14 on the outside and an outside diameter of the excavation head are almost identical to each other.
摘要翻译：要解决的问题：提供同时发挥除尘功能，搅拌功能和捏合功能的挖掘杆。解决方案：挖掘杆10包括：螺旋形螺旋叶片12，其设置在杆部14的外周面上，杆部14附接到杆部14的末端14D，并且设置成较小的直径比挖掘头; 以及其内部接合到螺旋叶片12的外边缘并且在外部形成在杆部14周围的直径和挖掘头的外径的揉搓搅拌体16A和16B几乎相同。版权所有（C）2013，JPO＆INPIT

7. 发明专利

JP2009007836A Bucket for diameter enlarging excavation, excavation method for middle enlarged diameter part, and excavation method for enlarged bottom part 有权
标题翻译：用于直径放大钻孔的挖掘机，中间直径部件的挖掘方法和扩展底部的挖掘方法
公开(公告)号：JP2009007836A
公开(公告)日：2009-01-15
申请号：JP2007170323
申请日：2007-06-28
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： HIRAI YOSHIO , WAKAI SHUICHI , NAKAJIMA MASATO , AOKI MASAMICHI , ITO MITSUO , ARAI MITSUNORI
IPC分类号： E21B11/00
摘要： PROBLEM TO BE SOLVED: To provide a bucket for diameter enlarging excavation, an excavation method for a middle enlarged diameter part, and an excavation method for an enlarged bottom part for forming the middle enlarged diameter part or the enlarged bottom part of a pile hole and discharging the dug soil onto the ground. SOLUTION: A diameter enlarged part 56 is formed in a vertical hole 20 by expanding or contracting a blade enlarging part 30 provided on a rotary shaft 24 suspended from an excavator body 16. An arm part 34 is detachably attached to a lower end part of the blade enlarging part 30, and a bucket-like vessel 96 is detachably attached to a lower end part of the rotary shaft 24. A side wall of the bucket-like vessel 96 can be set and changed to a position having first height X 1 where an opened face is positioned at a lower end of the arm part 34 or a position having second height X 2 where the opened face is positioned at a lower end of the blade enlarging part 30. Consequently, the diameter enlarged part 56 can be formed by the arm part 34, and the number of elevation of the bucket for diameter enlarging excavation for discharging the dug soil onto the ground can be reduced. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于直径扩大挖掘的铲斗，用于中部扩大直径部分的挖掘方法和用于形成中部扩大直径部分或扩大底部的扩大底部的扩大底部的挖掘方法堆砌孔，将挖土挖土。解决方案：通过扩大或缩小设置在从挖掘机主体16悬挂的旋转轴24上的叶片扩大部分30，在垂直孔20中形成直径扩大部分56.臂部分34可拆卸地附接到下端叶片扩大部分30的一部分和铲斗状容器96可拆卸地附接到旋转轴24的下端部。桶形容器96的侧壁可以被设置并改变到具有第一高度其中打开的面位于臂部34的下端或具有第二高度X 2 的位置处的开放面位于下端的位置因此，可以通过臂部34形成直径扩大部56，并且能够减小用于将挖掘土排出到地面上的用于将挖掘土排出到地面上的直径的铲斗的仰角的数量。版权所有（C）2009，JPO＆INPIT

8. 发明专利

JP2009007835A Bucket for enlarged diameter excavation, excavation method for middle enlarged diameter part, and excavation method for enlarged bottom part 有权
标题翻译：用于扩大直径挖掘的钻孔，中间直径部分的挖掘方法和扩展底部的挖掘方法
公开(公告)号：JP2009007835A
公开(公告)日：2009-01-15
申请号：JP2007170322
申请日：2007-06-28
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： HIRAI YOSHIO , WAKAI SHUICHI , NAKAJIMA MASATO , AOKI MASAMICHI , ITO MITSUO , ARAI MITSUNORI
IPC分类号： E21B11/00
摘要： PROBLEM TO BE SOLVED: To provide a bucket for diameter enlarging excavation, capable of reducing number of lift of the bucket for discharging excavated materials an excavation method for a middle enlarged diameter part, and an excavation method capable of forming the middle enlarged diameter part and the enlarged bottom part of a pile hole. SOLUTION: A diameter enlarged part 56 is formed in a vertical hole 20 by extending or contracting a blade enlarging part 30 provided on a rotary shaft 24 suspended from an excavator main body 16. A pan 96 and a bucket-like vessel 105 are interchangeably attached to a lower end part of the rotary shaft 24 by a connection means 98. When forming a lower part of the diameter enlarged part 56, the pan 96 is attached to the lower end part of the rotary shaft 24 to attach an arm part 34. Consequently, the lower part of the diameter enlarged part 56 can be formed by the arm part 34, and the number of elevation of the bucket for diameter enlarging excavation for discharging the dug soil onto the ground can be reduced. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了提供直径扩大挖掘的铲斗，能够减少用于排放挖掘材料的铲斗的升力数量，用于中部扩径部分的挖掘方法，以及能够形成中间扩大的挖掘方法直径部分和桩孔的扩大底部。解决方案：通过延伸或收缩设置在从挖掘机主体16悬挂的旋转轴24上的叶片扩大部分30而在竖直孔20中形成直径扩大部分56.平底锅96和桶形容器105 通过连接装置98可互换地连接到旋转轴24的下端部。当形成直径扩大部分56的下部时，盘96附接到旋转轴24的下端部，以将臂因此，直径扩大部分56的下部可以由臂部34形成，并且可以减少用于将挖土挖掘的直径扩大的铲斗的数量用于将挖掘土壤排放到地面上的数量。版权所有（C）2009，JPO＆INPIT

9. 发明专利

JP2017088385A 音声制御システム审中-公开
公开(公告)号：JP2017088385A
公开(公告)日：2017-05-25
申请号：JP2015224248
申请日：2015-11-16
申请人：株式会社竹中工務店 , Takenaka Komuten Co Ltd
发明人： ARAI MITSUNORI , NAGATA KOHEI
IPC分类号： B66C13/00
摘要：【課題】直感的かつ簡単に揚重装置を制御する事ができると共に、作業人員を削減する事ができる音声制御システムを提供すること。【解決手段】音声制御システム1は、クレーン2に対する制御の指示を示す音声を特定するための音声情報と、クレーン2に対する制御内容を特定するための制御内容情報とを相互に関連付けて格納する通常制御DB14aと、マイク21に入力された音声に基づいて、通常制御DB14aに格納された音声情報及び制御内容情報を参照し、制御内容を特定する制御内容特定部16と、制御内容特定部16にて特定された制御内容に基づいて、クレーン2を制御するクレーン制御部51と、を備える。【選択図】図2

10. 发明专利

JP2007070874A Method of reconstructing under portion of apparatus while operating the apparatus 审中-公开
标题翻译：在操作设备时重新设计的方法
公开(公告)号：JP2007070874A
公开(公告)日：2007-03-22
申请号：JP2005258691
申请日：2005-09-07
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YOKOMIZO KATSUYUKI , KANO MAMORU , HIRAO KENICHI , SAITO YUICHI , KAMIURA NAOKI , ARAI MITSUNORI
IPC分类号： E04G23/06 , E02D27/08 , E02D27/34
摘要： PROBLEM TO BE SOLVED: To provide a method of reconstructing the under portion of an apparatus while operating it in which the reconstruction of the under portion of concrete floor on which the very heavy apparatus is installed is performed while safely and surely operating it without suspending the apparatus from a ceiling portion. SOLUTION: This method comprises a step of dismantling skeletons 5 such as floor concrete around the apparatus 3 and excavating the ground to a predetermined depth, a step of depositing a foundation concrete 6 on the bottom face of the excavated portion and installing temporary receiving materials such as steel columns on the foundation concrete 6, a step of transferring the support of the apparatus 3 to the temporary receiving material 7 by joining a base member 2 supporting the apparatus 3 to the temporary receiving material 7, a step of excavating the under portion 4 of the apparatus 3 and performing reconstruction by constructing newly installed skeletons such as base isolation members and foundations at the excavated portion or reinforcing an existing foundation, and a step of removing the temporary receiving material 7 and the foundation concrete 6 after curing. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种在安装和确定操作的同时执行装置的重新装置的方法，其中在其中安装重型装置的混凝土地板的下部的重建被执行而不会使设备从天花板部分悬挂下来。解决方案：该方法包括将设备3周围的地板混凝土等骨架5拆除到预定深度的步骤，将基础混凝土6堆放在挖掘部的底面上并安装临时在基础混凝土6上接收诸如钢柱的材料，通过将支撑设备3的基座构件2接合到临时接收材料7而将设备3的支撑件转移到临时接收材料7的步骤，在装置3的下部4处，并且通过在挖掘部分处构造诸如基础隔离构件和基座的新安装的骨架或加强现有的基础来进行重建，以及在固化后移除临时接收材料7和基础混凝土6的步骤。版权所有（C）2007，JPO＆INPIT

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