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21. 发明专利

JP2004176431A Clamping press-fitting device for pipe, joining/press-fitting device, and joining/press-fitting method 有权
公开(公告)号：JP2004176431A
公开(公告)日：2004-06-24
申请号：JP2002344768
申请日：2002-11-28
申请人： Jfe Koken Corp , Jfe工建株式会社 , Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： UMEKUNI AKIRA , SATO HIDEO , HOSHINO HARUO , TSUCHIYA TOSHIAKI , MATSUNAGA ISAO , ARAI MITSUNORI , WATANABE KAZUYOSHI , KANAYAMA KIYOSHI , FUJII MITSURU , KISHIDA HITOSHI , YAHAGI ISAMU
IPC分类号： E02D5/24 , E02D7/20
摘要： PROBLEM TO BE SOLVED: To easily install a clamping press-fitting device for a pipe even in a narrow work space by reducing its weight and miniaturizing it to perform joining and press-fitting of a steel pipe pile continuously.
SOLUTION: An inner peripheral face of the steel pipe pile 40 is held by a lower clamp device 6 and an upper clamp device 5 of the clamping press-fitting device 2 to move it easily into the narrow work space having an existing structure 42. When joining the steel pipe piles 40, an inner peripheral face of a steel pipe pile 40b to be joined by the upper clamp device 5 is held, and an inner peripheral face of a steel pipe pile 40a press-fitted into the ground by the lower clamp device 6 is held to weld them in a flush manner. When press-fitting the joined steel pipe piles 40 into the ground, a flange 27 for receiving reaction force in a holding mechanism part 9 is applied and pressed to the existing structure 42 to drive a hydraulic cylinder part 7, and holding and release of the inner peripheral face of the steel pipe pile 40 joined by the lower clamp device 6 are repeated for press-fitting.
COPYRIGHT: (C)2004,JPO

22. 发明专利

JP2003003675A Method and device for installing base-isolating device in existing building 有权
标题翻译：用于在现有建筑物中安装基底隔离装置的方法和装置
公开(公告)号：JP2003003675A
公开(公告)日：2003-01-08
申请号：JP2001226813
申请日：2001-06-21
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
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： E04B1/36 , E04G23/02 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a method for installing a base-isolating device in an existing building, which facilitates installation of the base-isolating device in a prescribed position, allows the base-isolating device to be firmly fixed to the existing building, simplifies a means for use in the installation, and enables positioning, etc., to be humanly performed with ease.
SOLUTION: Many headed iron rods 1Sd are provided protrusively in a pile/column part 1B on the downside of a gap A for the installation and a pile/column part 1C on the upside of the gap A; a lower plate 24, wherein many cap nuts 24a are provided protrusively on the downside, is fixed to a prescribed position on the pile/column part 1B; an upper plate 25, wherein many cap nuts 25a are provided protrusively on the upside, is temporarily fixed to a height position below the pile/column part 1C; the base-isolating device 20 is located in the prescribed position on the lower plate 24; the upper plate 25 under a state of release of temporal fixation is located in a prescribed position on the base-isolating device 20; the lower plate 24, the base-isolating device 20 and the upper plate 25 are made to maintain prescribed positional relationships among them; forms are arranged around an area of the arrangement of the cap nuts 24a and 25a, the headed iron rods 1Sd, etc., between the pile/ column parts 1B and 1C and the plates 24 and 25; mortar is infilled in the forms; and the lower plate 24, the base-isolating device 20 and the upper plate 25 are fixed to the pile/column parts 1B and 1C. Consequently, the base-isolating device 20 can be easily installed in the prescribed position.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：为了提供一种在现有建筑物中安装基座隔离装置的方法，其有助于将基座隔离装置安装在规定位置，允许基座隔离装置牢固地固定在现有的建筑物上，简化了在安装中使用的方法，并且使得能够容易地进行人性化的定位等。解决方案：许多带头铁杆1Sd突出地设置在用于安装的间隙A的下侧的桩/柱部分1B和间隙A的上侧的桩/柱部分1C; 下板24，其中许多盖螺母24a突出地设置在下侧，固定到桩/柱部分1B上的规定位置; 上板25，其中许多盖螺母25a在上侧突出设置，临时固定在桩/柱部分1C下方的高度位置; 基座隔离装置20位于下板24的规定位置; 处于释放时间固定状态的上板25位于隔离装置20上的规定位置; 使下板24，基底隔离装置20和上板25保持规定的位置关系; 在桩/柱部分1B和1C与板24和25之间的盖螺母24a和25a，带头铁杆1Sd等的布置的区域周围布置形式; 砂浆填充在表格中; 并且下板24，基部隔离装置20和上板25固定到桩/柱部分1B和1C。因此，可以将基座隔离装置20容易地安装在规定位置。

23. 发明专利

JP2014231718A 既存構造物の階高嵩上工法及び改修構造物有权
标题翻译：现有结构地板高度施工方法及修复结构
公开(公告)号：JP2014231718A
公开(公告)日：2014-12-11
申请号：JP2013113808
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： KITANI SOICHI , ARAI MITSUNORI , IGARASHI SHINYA , MURASE YUTO , MIWA TETSUYA , OKAZAKI NAOTO , OMIYA YUKIO , MURO JUNJIRO , TAKIZAWA RUI
IPC分类号： E04G23/06
摘要：【課題】既存構造物の階高を高くする。【解決手段】構造物10における階層部20を分断し上層階部25と下層階部27とに分断し、下層階部27を反力受けとして上層階部25を持ち上げ、階層部20を嵩上げする。【選択図】図3
摘要翻译：要解决的问题：提高现有结构的地板高度。解决方案：结构10的故事部分20分为上部和下部部分25和27; 通过使用下层部分27作为反应接收器来提升上层部分25; 并提出故事部分20。

24. 发明专利

JP2014134470A Wall surface diagnosis result recording system, wall surface diagnosis result recording method and wall surface diagnosis result recording program 有权
标题翻译：墙壁表面诊断结果记录系统，表面诊断结果记录方法和壁表面诊断结果记录程序
公开(公告)号：JP2014134470A
公开(公告)日：2014-07-24
申请号：JP2013003007
申请日：2013-01-10
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店 , Nihon Bisoh Co Ltd , 日本ビソー株式会社
发明人： SUGATA MASAHIRO , KAMOTO HIROKI , ARAI MITSUNORI , KONDO MASAYOSHI , MIURA KAZUYUKI , USAMI HARUKI , MIHARA EISAKU
IPC分类号： G01N21/88 , G01N21/84
摘要： PROBLEM TO BE SOLVED: To provide a wall surface diagnosis result recording system capable of reducing a work load on a diagnosis personnel, shortening a diagnosis time for an entire wall surface or improving accuracy of a diagnosis result on the assumption that the diagnosis personnel determines a damaged state or the like, a wall surface diagnosis result recording method and a wall surface diagnosis result recording program.SOLUTION: A wall surface diagnosis result recording system for recording a diagnosis result with respect to a diagnosis object part on a wall surface comprises: a wall surface image capturing section 11a for capturing a wall surface image photographed by a camera 3 and including at least the diagnosis object part recording diagnosis result information indicating a result of diagnosis by a diagnosis personnel therein; a wall surface image analysis section 11b for analyzing the diagnosis result information of the wall surface image captured by the wall surface image capturing section 11a and identifying the diagnosis result indicated in the diagnosis result information; and a corresponding section 11c for recording the diagnosis result identified by the wall surface image analysis section 11b in a data recording section 12 correspondingly to a position of the diagnosis object part in the wall surface image captured by the wall surface image capturing section 11a.
摘要翻译：要解决的问题：为了提供能够减少诊断人员的工作负荷的墙面诊断结果记录系统，缩短整个墙面的诊断时间或提高诊断结果的准确性，假设诊断人员确定损伤状态等，壁面诊断结果记录方法和壁面诊断结果记录程序。解决方案：用于记录关于壁表面上的诊断对象部分的诊断结果的壁表面诊断结果记录系统包括：用于捕获由照相机3拍摄的壁面图像的壁面图像拍摄部11a，并且至少包括诊断对象部分，其中记录诊断结果信息，诊断结果信息表示诊断人员的诊断结果信息; 壁表面图像分析部11b，用于分析由壁面图像拍摄部11a拍摄的壁面图像的诊断结果信息，并且识别诊断结果信息中指示的诊断结果; 以及相应的部分11c，用于将由壁表面图像分析部分11b识别的诊断结果记录在数据记录部分12中，与诊断对象部分在壁表面图像捕获部分11所捕获的壁面图像中的位置相对应。

25. 发明专利

JP2014125343A Vibration control device 审中-公开
标题翻译：振动控制装置
公开(公告)号：JP2014125343A
公开(公告)日：2014-07-07
申请号：JP2012285271
申请日：2012-12-27
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店 , Kayaba System Machinery Co Ltd , カヤバシステムマシナリー株式会社
发明人： SUGATA MASAHIRO , ARAI MITSUNORI , TAKEUCHI SEIICHI , AKIYAMA KAZUO , NISHIGUCHI MASATO , KAMEI TOSHIAKI , INOGUCHI TOSHIICHI
IPC分类号： B66C15/00 , E04H12/00 , F16F15/023
摘要： PROBLEM TO BE SOLVED: To provide a vibration control device suppressing the deformation of a columnar structure without connecting to an external structure.SOLUTION: A vibration control device 10 comprises: a first member 14 which is arranged on at least two opposing surfaces at the outside of a columnar structure 12 and attached to the columnar structure 12; a second member 16 whose surface is the same surface as the first member 14 at the columnar structure 12 and which is set to be lower than the first member 14; and energy absorbing means 18 whose one end is connected to the first member 14, whose another end is connected to the second member 16, where at least one of connection portions of the first member 14 and the second member 16 is rotatable and where a relative displacement between the first member 14 and the second member 16 is suppressed.
摘要翻译：要解决的问题：提供一种抑制柱状结构的变形而不连接到外部结构的振动控制装置。解决方案：振动控制装置10包括：第一构件14，其布置在外部的至少两个相对的表面上的柱状结构12并附接到柱状结构12; 第二构件16的表面与柱状结构12处的第一构件14的表面相同，并且被设定为低于第一构件14; 以及能量吸收装置18，其一端连接到第一构件14，第一构件14的另一端连接到第二构件16，其中第一构件14和第二构件16的至少一个连接部分可旋转，抑制第一构件14与第二构件16之间的位移。

26. 发明专利

JP2011028729A Contact prevention system, construction machine and program 有权
标题翻译：联系预防系统，建筑机械和计划
公开(公告)号：JP2011028729A
公开(公告)日：2011-02-10
申请号：JP2010115553
申请日：2010-05-19
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KAMOTO HIROKI , ARAI MITSUNORI , KONDO MASAYOSHI , FUJII ATARU
IPC分类号： G08B21/02 , E02F9/24 , E02F9/26 , G08B21/00
摘要： PROBLEM TO BE SOLVED: To provide a contact prevention system capable of preventing the contact of a construction machine with a person at a higher level, the construction machine, and a program.
SOLUTION: A human position detector 50 detects a position of an operator existing around the construction machine 40, and human position information showing the detected position of the operator is stored in a storage unit 23. A human position prediction unit 21 predicts a position of the operator after the lapse of a predetermined time based on human position information at plural points of time stored in the storage unit 23, and a machine position detection unit 30 detects a position of a predetermined portion of the construction machine 40. A distance between the portion of the construction machine 40 and the operator after the lapse of the predetermined time is computed based on the detected position of the portion and the position of the operator predicted by the human position prediction unit 21, and information based on the computation result is outputted by a display unit 25 and a sound output unit 26.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够防止施工机械与上级人员接触的接触防止系统，施工机械和程序。解决方案：人类位置检测器50检测建筑机械40周围存在的操作者的位置，将存储在操作者的检测位置的人员位置信息存储在存储单元23中。人类位置预测单元21预测基于存储在存储单元23中的多个时间点的人员位置信息经过预定时间之后的操作者的位置，机器位置检测单元30检测施工机械40的预定部分的位置。距离基于由人类位置预测单元21预测的部分和位置的检测位置和基于计算结果的信息，计算建筑机械40的部分与经过预定时间之后的操作者之间的距离由显示单元25和声音输出单元26输出。版权所有（C）2011，JPO＆INPIT

27. 发明专利

JP2007070881A High precision cutting method for reinforced concrete column 有权
标题翻译：用于加固混凝土柱的高精度切割方法
公开(公告)号：JP2007070881A
公开(公告)日：2007-03-22
申请号：JP2005258854
申请日：2005-09-07
申请人： Daiichi Cutter Kogyo Kk , Takenaka Komuten Co Ltd , 株式会社竹中工務店 , 第一カッター興業株式会社
发明人： YOKOMIZO KATSUYUKI , KANO MAMORU , HIRAO KENICHI , SAITO YUICHI , ARAI MITSUNORI , KOSAKA NORIO , NISHIMURA TAKUYA , KAMIURA NAOKI , ADACHI AKIRA
IPC分类号： E04G23/08
摘要： PROBLEM TO BE SOLVED: To provide a method of precisely cutting a member to be cut such as a reinforced concrete column by using a wire saw. SOLUTION: A guide member insertion hole is formed in such a size that can guide the cutting along the cutting surface of the member to be cut while holding and restraining both faces of a wire saw by a guide member to be inserted. At least two guide members are inserted into the guide member insertion hole, and the wire saw is held between the guide members for restraint, and the cutting of the member to be cut is advanced. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供通过使用线锯精确地切割诸如钢筋混凝土柱的待切割构件的方法。解决方案：引导构件插入孔形成为能够沿着待切割构件的切割面引导切割的尺寸，同时通过待插入的引导构件保持和限制线锯的两个面。至少两个引导构件被插入到导向构件插入孔中，并且线锯被保持在引导构件之间用于约束，并且待切割构件的切割前进。版权所有（C）2007，JPO＆INPIT

28. 发明专利

JP2007063911A Technique for reforming and constructing underfloor portion around column leg portion of existing structure 有权
标题翻译：在现有结构的柱状部分改造和构造底层部分的技术
公开(公告)号：JP2007063911A
公开(公告)日：2007-03-15
申请号：JP2005253582
申请日：2005-09-01
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 , ARAI MITSUNORI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a technique for constructing a new beam and a new slab with high quality reliably integrated with an existing floor even in work for reinforcement at the underfloor side and performing safe reforming work such as base isolation or earthquake-proof reinforcement for an underfloor portion while keeping an overfloor portion around a column leg portion of an existing structure in an usable condition. SOLUTION: The technique comprises a step of excavating the underfloor portion 8, a step of assembling a formwork in the underfloor portion 8, filling concrete in the formwork to construct the new beam 1 integrated with an existing floor 3 with no gap, curing the new beam 1 until developing its predetermined strength, and then removing the formwork therefrom, a step of assembling a formwork in a position adjacent to the new beam 1, and filling concrete in the formwork to construct the new slab 2 integrated with the existing floor 3 and the new beam 1 with no gap, and a step of curing the new slab 2 until developing its predetermined strength, removing the formwork therefrom, and performing reforming work such as base isolation or earthquake-proof reinforcement for the underfloor portion 8. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于构造新的梁和新的具有高质量可靠地与现有地板一体化的新的板坯的技术，甚至在地板下方的加强作业中进行基础隔离或地震的安全改造工作同时在现有结构的柱腿部分周围保持可使用状态的地板部分。解决方案：该技术包括挖掘底板部分8的步骤，在地板下部分8中组装模板的步骤，在模板中填充混凝土以构造与现有地板3一体化而没有间隙的新梁1，固化新梁1直到发展其预定的强度，然后从其中移除模板，将模板组装在与新梁1相邻的位置的步骤，并将模具中的混凝土填充以构造与现有的地板3和没有间隙的新梁1，以及固化新板坯2直到达到预定强度的步骤，从其中移除模板，并对地板下部分8进行诸如基础隔离或抗震加固的重整工作。版权所有（C）2007，JPO＆INPIT

29. 发明专利

JP2007063900A Base isolation device installing method and its device 审中-公开
标题翻译：基座隔离装置安装方法及其装置
公开(公告)号：JP2007063900A
公开(公告)日：2007-03-15
申请号：JP2005253278
申请日：2005-09-01
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 , ARAI MITSUNORI , KOSAKA NORIO , NISHIMURA TAKUYA
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a method of installing a base isolation device between an upper body and a lower body when reforming an existing building for base isolation or replacing the base isolation device.
SOLUTION: On the side of the lower body, a frame is assembled so that the height of the upper end of a steel ball to be arranged later on a steel plate is almost equal to that of the upper face of the lower body. On the frame, the steel plate is arranged continuously with the upper face of the lower body in the approximately horizontal direction. The steel ball is arranged on the steel plate, and the base isolation device is placed on the steel ball to slide until inserted between the upper body and the lower body. An epoxy resin is filled in a gap between the upper side flange of the base isolation device and the upper body and in a gap between the lower side flange and the lower body to fix the base isolation device.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种在重建现有建筑物以进行基础隔离或更换基础隔离装置时，在上部主体和下部主体之间安装基座隔离装置的方法。解决方案：在下体的一侧，组装框架，使得稍后设置在钢板上的钢球的上端的高度几乎等于下体的上表面的高度。在框架上，钢板与下体的上表面在大致水平方向上连续配置。钢球布置在钢板上，基座隔离装置放置在钢球上，以滑动直到插入上身和下体之间。环氧树脂填充在基体隔离装置的上侧凸缘与上体之间的间隙中，并且在下侧凸缘和下体之间的间隙中填充以固定基部隔离装置。版权所有（C）2007，JPO＆INPIT

30. 发明专利

JP2005325607A Pile head treating method of cast-in-place concrete pile 有权
标题翻译：混凝土桩的桩头处理方法
公开(公告)号：JP2005325607A
公开(公告)日：2005-11-24
申请号：JP2004145119
申请日：2004-05-14
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 treating method for quietly removing failure concrete section which arises in the pile head of a cast-in-place concrete pile in a noiseless and almost nonvibratory condition.
SOLUTION: A pile head treating member constituted as a thin planar shaped hydraulic pressure jack is put in substantially horizontal state at the lower limit corresponding position of an upper failure concrete zone of the pile reinforcements and a curing material insulating from concrete is attached to the outer periphery of the pile reinforcement upstanding from the pile head treating materials and the pile reinforcements are erected in the pile hole and concrete is placed in the pile hole. After the placed concrete has cured, the ground is excavated until at least the pile head treating material of the pile head is exposed and the pipe of the fluid pump is connected to an input valve of the pile head treating material constituted as the thin shaped fluid pressure jack. The pump is driven to feed the high pressure fluid to pile head treating material. Cracks are brought in the concrete of the pile head part by expanding the pile head treating material to break the failure concrete part and remove it.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种在无噪声和几乎非振动条件下静置除去在现浇混凝土桩的桩头中产生的破坏混凝土部分的桩头处理方法。解决方案：作为薄平面型液压千斤顶构成的打桩头处理构件在桩加强件的上部破坏混凝土区域的下限对应位置处处于基本水平状态，并且附着有与混凝土绝缘的固化材料从堆头处理材料和桩加固件的桩加固的外围竖立在桩孔中，混凝土被放置在桩孔中。放置的混凝土固化后，开挖地面，直到桩头的桩头处理材料至少露出，流体泵的管道与构成为薄型流体的桩头处理材料的输入阀连接压力千斤顶泵被驱动以将高压流体供给桩头处理材料。通过膨胀桩头处理材料将破裂物引入桩头部分的混凝土中，以破坏混凝土部件并将其去除。版权所有（C）2006，JPO＆NCIPI

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