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1. 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

2. 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

3. 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

4. 发明专利

JP2002349075A METHOD AND APPARATUS FOR DRAWING OUT CUT PILE 失效
公开(公告)号：JP2002349075A
公开(公告)日：2002-12-04
申请号：JP2001190458
申请日：2001-05-21
申请人： TAKENAKA KOMUTEN CO
发明人： TAKAHASHI TADASHI , OKUDA TAKESHI , KOSAKA NORIO , UNAI YASUHIRO , ENDO YOSHIHIRO , KAMIURA NAOKI , ARAI MITSUNORI , HIRAYAMA MASAAKI , MIZUNO AKIRA
IPC分类号： E02D27/12 , E02D27/34 , E02D37/00 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a method and an apparatus for drawing out cut piles, which produces less noise, vibration and the like, requires a smaller workspace needed for drawing work, and the executability of the drawing work is superior. SOLUTION: A temporal truck 10 is placed on a bearing slab 3 and the front part of the temporary truck is abutted on a temporary cradle 4. The top 15b of a support 15 formed on the rear of the temporary truck is abutted on a bearing slab 2, a hauling body 24 is hooked on at least part of the peripheral surface of a cut pile 1A, and the hauling body 24 is hauled by hauling means 21, 22 set on the temporary truck to draw out the cut pile 1A and place it on the temporary truck. A reaction force for drawing out the cut pile is obtained by abutting the front part of the temporary truck to the temporary cradle and abutting the top of the support on the rear of the temporary truck to the under surface of the bearing slab, so that a superior stability upon drawing out is secured and the apparatus for drawing out can be simplified.

5. 发明专利

JPH07101682A SUSPENDING STRUCTURE FOR SUSPENDING MATERIAL 失效
公开(公告)号：JPH07101682A
公开(公告)日：1995-04-18
申请号：JP24713493
申请日：1993-10-01
申请人： TAKENAKA KOMUTEN CO
发明人： ARAI MITSUNORI , KIKUCHI KIMIO , TANAKA HIRONARI , FUKAO KOZO , YABUSHITA YOSHIHIRO , MUKAI HISAO , CHUMA TATSUICHI , OKUDE HISATO
IPC分类号： B66C1/12 , B66D1/36 , B66D1/60 , B66F19/00
摘要： PURPOSE:To restrain increase in tensile force of wires within a prescribed range regardless of an ascending - descending position of a suspending material. CONSTITUTION:A pair of wires 12 inclined in the different directions from a vertical line L are connected to suspending points O of a suspending material 10. These upper end parts are wound round pulleys 14, and the suspending material 10 is suspended by vertical component forces of axial tensions of the pair of wires 12, and horizontal component forces of axial tensions of the pair of wires 12 pull the suspending points 0 mutually in the opposite directions by the same force. Thereby, a swing of the suspending material 10 is prevented. The pulleys 14 are supported with a ceiling part so as to be capable of contacting/separating freely with/from each other. The horizontal component forces of the wires 12 acting on the pulleys 14 become large as the suspending material 10 ascends, and approach the adjacent pulleys 14 to each other, and hold a suspending angle (theta) formed by the pair of wires 12 in the prescribed size, and restrain increase in tensile force of the wires 12 within a prescribed range.

6. 发明专利

JPH06294176A CEILING EQUIPMENT 失效
公开(公告)号：JPH06294176A
公开(公告)日：1994-10-21
申请号：JP8100993
申请日：1993-04-08
申请人： TAKENAKA KOMUTEN CO
发明人： ARAI MITSUNORI , TANAKA SATOSHI , KIKUCHI KIMIO , YABUSHITA YOSHIHIRO
IPC分类号： E04B9/00 , E04B7/16 , E04H3/14 , E04H3/22
摘要： PURPOSE:To adjust a ceiling height safely with high degree of accuracy and to realize the height and form conform to the purpose of use by adjusting chain- like bodies hanging and bearing a ceiling constituent material on an upper skeleton and the height hung by the chain-like bodies. CONSTITUTION:A disc-like ceiling constituent material 3 is hung and borne on the central position of a roof through chain-like bodies 5 suspended and fixed to a skeleton 4. A plurality of ceiling constituent materials 3B are hung and borne on the peripheral surface of the ceiling constituent material 3 concentrically through the chain-like bodies 5 in the same way. In accordance with the purpose of use such as various kinds of sports, concerts, conferences, etc., the height of a ceiling is changed by raising and lowering the ceiling constituent materials 3B separately. Or, by synchronising a plurality of ceiling constituent materials 3B to raise and lower, the whose ceiling is raised and lowered in parallel, or a ceiling surface is freely formed. At that time, a gap made between the ends of adjacent ceiling constituent materials 3B is used for a passage of an outdoor light. Accordingly, an amount of lighting of the outdoor light can be adjusted by adjusting a width of the gap.

7. 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

8. 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

9. 发明专利

JP2006037492A Pile head processing construction method of cast-in-place concrete pile 有权
标题翻译：混凝土桩的桩头加工施工方法
公开(公告)号：JP2006037492A
公开(公告)日：2006-02-09
申请号：JP2004218539
申请日：2004-07-27
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KITANI SOICHI , ARAI MITSUNORI
IPC分类号： E02D5/34
摘要： PROBLEM TO BE SOLVED: To provide a pile head processing construction method for removing and processing a defective concrete part generated in a pile head of a cast-in-place concrete pile in a state of being statically near to no-noise and no-vibration.
SOLUTION: Curing materials 6 isolated from concrete are installed on respective pile main reinforcements 2a, and a pile reinforcement 2 is built up in a pile hole 1 excavated in the ground, and the cast-in-place concrete pile 3 is constructed by placing the concrete. After hardening the concrete, the ground 4 is excavated up to a position for exposing the defective concrete part B. A substantially horizontal cut 5 is formed up to a depth without damaging the pile main reinforcements 2a in a lower limit corresponding part C of the defective concrete part B. A plurality of pile head processing materials 7 constituted as a thin plate-shaped hydraulic jack are distributed and pushed in the circumferential direction in a clearance of the cut 5, and inlet valves 7a of the respective pile head treatment materials 7 are connected to a pipe 8 of a fluid pump 10. The pile head processing materials 7 are expanded by sending high pressure fluids into the pile head processing materials 7 by operating the pump 10, and the defective concrete of the pile head is crushed and removed.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种在静止接近无噪声的状态下去除和处理在现浇混凝土桩的桩头中产生的有缺陷的混凝土部件的桩头加工施工方法，以及无振动。解决方案：将从混凝土隔离的固化材料6安装在各桩主加强件2a上，并且在挖掘在地面上的桩孔1中建立桩加固件2，并且构建现浇混凝土桩3 通过放置混凝土。在硬化混凝土之后，将地面4挖出直到露出有缺陷的混凝土部分B的位置。基本上水平的切口5形成为深度，而不会损坏桩主加强件2a的缺陷相对应部分C的缺陷构成薄板状液压千斤顶的多个堆头处理材料7在切割5的间隙中沿圆周方向分布并推动，各桩头处理材料7的入口阀7a 连接到流体泵10的管道8.桩头处理材料7通过操作泵10将高压流体送入桩头加工材料7而膨胀，并且将桩头的有缺陷的混凝土压碎并除去。版权所有（C）2006，JPO＆NCIPI

10. 发明专利

JP2002227423A BUILDING REPAIRING METHOD 失效
公开(公告)号：JP2002227423A
公开(公告)日：2002-08-14
申请号：JP2001021881
申请日：2001-01-30
申请人： TAKENAKA KOMUTEN CO
发明人： ARAI MITSUNORI , SUZUKI YOSHINORI , KAMOTO HIROKI , OKUDA TAKESHI , SUZUKI HIDEYUKI , KOSAKA NORIO , NISHIMURA TAKUYA , KATSUTA TOMOJI , KIKUTA MINORU , IWATA MASAYUKI
IPC分类号： E04G21/14 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a building repairing method which allows mounting of a steel frame at an arbitrary location of a skeleton, in a narrow space in a building or the like, and facilitates accurate positioning of the steel frame. SOLUTION: According to the building repairing method for earthquake proofing, which is carried out by mounting the steel frame 1 at a predetermined location in the existing building, the steel frame 1 is moved to a location near the mounting site in the building by a carriage 2, and the steel frame is axially supported to the skeleton via joint plates 10, 13, and a pin 14, in a rotatable manner in the horizontal direction. Then, the steel frame 1 is supported by a vertical jack 15, and the carriage is removed, followed by rotating the steel frame about the pin in a skeleton direction by means of a horizontal jack 16, to thereby mount the steel frame on the mounting site.

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