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1. 发明专利

JP2009007806A Floating foundation 有权
标题翻译：浮动基金会
公开(公告)号：JP2009007806A
公开(公告)日：2009-01-15
申请号：JP2007169360
申请日：2007-06-27
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMASHITA YASUHIKO , KATAYAMA TAKESHI , YONEDA SO , SHIMANO YUKIHIRO , YAMADA MASAO , WAKAMATSU KAZUNORI , MAEKAWA MOTONOBU
IPC分类号： E02D27/34
摘要： PROBLEM TO BE SOLVED: To easily take attentive countermeasures against differential settlement, and to make distortion hardly left in a foundation body after the maintenance of the differential settlement. SOLUTION: The foundation body 2 having a plurality of beams 2A arranged side by side at intervals in a width direction is mounted to a foundation board 1 formed under the ground, and a jack setting section 4 at which a jack J capable of pushing up the foundation body 2 is secured in a gap between the foundation board 1 and each beam 2A. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了容易地对差异沉降采取周到的对策，并且在维持差动沉降后，在基体上几乎不会发生变形。解决方案：具有沿宽度方向间隔地并排布置的多个梁2A的基体2被安装到形成在地面下方的基础板1上，以及插座设置部4，将基础体2推压固定在基板1和每个梁2A之间的间隙中。版权所有（C）2009，JPO＆INPIT

2. 发明专利

JP2006169765A Vibration isolation structure of building 有权
标题翻译：振动隔离建筑结构
公开(公告)号：JP2006169765A
公开(公告)日：2006-06-29
申请号：JP2004361543
申请日：2004-12-14
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SUZUKI NAOMIKI , MURAKAMI RIKUTA , FURUKUBO KEIICHI , UEDA HIROYUKI , MAEKAWA MOTONOBU
IPC分类号： E04H9/02 , E04B1/36
摘要： PROBLEM TO BE SOLVED: To provide a construction of vibration isolation structure of a building capable of making an action of drawing force difficult on a vibration isolation device supporting each of corner posts.
SOLUTION: The construction of vibration isolation of the building having a base isolation device 6 between the lower part of the building and a foundation structure is divided into a plurality of parts by arranging a plurality of internal walls 2 approximately parallel with an outside wall 1 on one side of the building on the inside of the approximately square building in plan view, the corner posts 11 are provided to four corners of the building, at the same time, an axial force supporting section 15 enabling load of an upper layer story to transfer to the lower part of the building is provided at an intermediate position in the direction of the width in the internal wall at least adjacent to the corner post, and the base isolation devices are respectively provided to each corner post and each of them between the lower part of the axial force supporting section and the foundation structure.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供能够在支撑每个角柱的隔振装置上难以对牵引力作用的建筑物的隔振结构的结构。解决方案：通过将多个内壁2大致平行于外部将建筑物的下部与地基结构之间具有基座隔离装置6的隔振结构分为多个部分，在大致正方形建筑物的内侧的建筑物一侧的墙壁1在俯视图中，角柱11设置在建筑物的四个角部，同时，轴向力支撑部15能够承载上层传递到建筑物的下部的故事设置在至少与角柱相邻的内壁的宽度方向上的中间位置处，并且基座隔离装置分别设置在每个角柱上，并且每个在轴向力支撑部分的下部与基础结构之间。版权所有（C）2006，JPO＆NCIPI

3. 发明专利

JP2007170070A Method for rebuilding building 审中-公开
标题翻译：改造建筑物的方法
公开(公告)号：JP2007170070A
公开(公告)日：2007-07-05
申请号：JP2005370106
申请日：2005-12-22
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMASHITA YASUHIKO , KATAYAMA TAKESHI , MAEKAWA MOTONOBU
IPC分类号： E04G23/06 , E04G23/08
摘要： PROBLEM TO BE SOLVED: To rapidly and economically implement the rebuilding of a building.
SOLUTION: A method for rebuilding the building overhauls an existing building with an underground structure section D0 and constructing a new building B1 on the existing building. In the method for rebuilding the building, the underground structure section D0 is overhauled under the state in which at least the batholith section 1 and underground outer wall 2 of the underground structure section D0 and a structure section (k) supporting these batholith section 1 and underground outer wall 2 under a self-standing state are left. In the method, an integral foundation work 8 is constructed by making fluidization-treated soil G flow into the space section 7a of an underground residual section 7 composed of the batholith section 1, the underground outer wall 2 and the structure section (k), and the new building B1 is constructed on the foundation work 8.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：快速，经济地实施建筑物的重建。
解决方案：一种重建建筑物大修的方法，将现有建筑物与地下结构部分D0并在现有建筑物上兴建新建筑物B1。在重建建筑物的方法中，地下结构部分D0至少在地下结构部分D0的基底部分1和地下外壁2以及支撑这些基体部分1的结构部分（k）和留下自立状态的地下外墙2。在该方法中，通过使流化处理的土壤G流入由地层部分1，地下外壁2和结构部分（k）组成的地下残余部分7的空间部分7a中，构成整体基础工程8。新建B1建设基础工作8.版权所有（C）2007，JPO＆INPIT

4. 发明专利

JP2006083662A Unit for installation of base-isolation device, fitting method of the same and its manufacturing method 有权
标题翻译：用于安装基底隔离装置的装置及其制造方法及其制造方法
公开(公告)号：JP2006083662A
公开(公告)日：2006-03-30
申请号：JP2004271830
申请日：2004-09-17
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： IWASHITA EIICHIRO , NAKAE MASATO , OKUDE HISATO , MAEKAWA MOTONOBU , MORITA MASASHI , ASAI YASUSUKE , ISHIZAKI EIJI
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a unit for installation of a base-isolation device for simplifying the manufacturing process and reducing the cost by minimizing the work for drilling a through-hole for bolt insertion and the work for connecting nut members, which are needed conventionally, while a number of nut members are connected annularly at predetermined positions by using a metal plate, a fitting method of the unit and its manufacturing method.
SOLUTION: The unit for installation of the base-isolation device comprises a number of nut members 1 screwed to the bolts 12 for fixing the base-isolation device, and a metal plate 3 arranged on an upper surface of a concrete foundation pedestal 2 for connecting the nut members 1 annularly in plane view. In the unit and its fitting method, the metal plate 3 comprises a plurality of metal plate pieces 3a divided in an annular direction. In the unit and its manufacturing method, the foundation pedestal is made of a precast concrete.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了简化制造过程并且通过最小化用于钻孔用于螺栓插入的通孔和用于连接螺母构件的工作的工作来提供用于安装基座隔离装置的单元，以简化制造过程并降低成本，这是通过使用金属板而将多个螺母构件环形地连接在预定位置，该单元的配合方法及其制造方法。解决方案：用于安装基座隔离装置的单元包括多个螺母构件1，该螺母构件1螺纹连接到用于固定基座隔离装置的螺栓12，以及设置在混凝土基座的上表面上的金属板3 2用于在平面视图中环形地连接螺母构件1。在该单元及其装配方法中，金属板3包括沿环形方向分割的多个金属板件3a。在该单元及其制造方法中，基座由预制混凝土制成。版权所有（C）2006，JPO＆NCIPI

5. 发明专利

JP2015030983A 鉄骨部材固定構造有权
标题翻译：钢构件固定结构
公开(公告)号：JP2015030983A
公开(公告)日：2015-02-16
申请号：JP2013158989
申请日：2013-07-31
申请人：株式会社竹中工務店 , Takenaka Komuten Co Ltd
发明人： MAEKAWA MOTONOBU , SHIMANO YUKIHIRO , DOI TAKASHI , TAKAYAMA NAOYUKI
IPC分类号： E04B1/58
摘要：【課題】本発明は、柱梁仕口部の配筋を単純化することを目的とする。【解決手段】鉄骨部材固定構造10では、RC梁30に埋設された上端梁主筋32AがRC柱12の柱梁仕口部12Sの側面12S1から突出している。この上端梁主筋32Aに鉄骨梁用ブラケット22のベースプレート22Bが固定されている。【選択図】図1
摘要翻译：要解决的问题：简化柱梁接头部件中的杆布置。解决方案：在钢构件固定结构10中，嵌入RC梁30的上端梁主加固件32A从柱的侧表面12S1突出 RC柱12的光束接合部12S。用于钢梁的支架22的基板22B固定到上端梁主加强件32A。

6. 发明专利

JP2015031036A プレキャスト部材の施工方法审中-公开
标题翻译：预制构件的构造方法
公开(公告)号：JP2015031036A
公开(公告)日：2015-02-16
申请号：JP2013160614
申请日：2013-08-01
申请人：株式会社竹中工務店 , Takenaka Komuten Co Ltd
发明人： MAEKAWA MOTONOBU , SHIMANO YUKIHIRO , DOI TAKASHI , TAKAYAMA NAOYUKI , MIYAMOTO YUKI , ISHIKAWA YUJI , OI KAZUNARI
IPC分类号： E04B1/21 , E04B1/58
摘要：【課題】本発明は、機械式継手の引き出し作業の手間を低減しつつ、第2プレキャスト部材と柱部材との接合方法の自由度を向上することができるプレキャスト部材の施工方法を得ることを目的とする。【解決手段】プレキャスト部材の施工方法は、上柱部材12Aに対して上梁部材30を横方向へ移動させ、上柱部材12Aから突出する梁主筋24を上梁部材30の一端部30Aに埋設された固定機械式継手36に挿入して接続する第1工程と、上梁部材30の他端部30B側に、上柱部材12Bを上方から降ろし、下柱部材14Bの上に載置する第2工程と、上梁部材30に埋設された梁主筋34と上柱部材12Bの柱梁仕口部16に埋設された梁主筋24とを溶接継手によって接続する第3工程と、を有している。【選択図】図4
摘要翻译：要解决的问题：为了提供一种能够提高第二预制构件和柱构件之间的接合方法的自由度的预制构件的构造方法，同时减少机械接头的拉拔作业的工作，在本发明中解决方案：预制构件的构造方法包括将从上柱构件12A突出的梁主加固件24插入并连接到嵌入在上梁构件30的一个端部30A中的固定机械接头36的第一工序通过将上梁构件30沿横向移动到上柱构件12A，通过在上梁的另一端部30B侧从上方降下来将上柱构件12B放置在下柱构件14B上的第二过程构件30和连接嵌入在上梁构件30中的梁主加强件34和嵌入到上梁的梁梁连接部16中的梁主加强件24的第三过程每个柱构件2B通过焊接接头。

7. 发明专利

JP2015017478A 鉄骨柱脚部固定構造审中-公开
标题翻译：固定钢柱基部分结构
公开(公告)号：JP2015017478A
公开(公告)日：2015-01-29
申请号：JP2013146828
申请日：2013-07-12
申请人：株式会社竹中工務店 , Takenaka Komuten Co Ltd
发明人： YAGI TAKESHI , SAITO YUMA , MURATA KOJI , YOSHIOKA NORIYA , MAEKAWA MOTONOBU
IPC分类号： E04B1/24
摘要：【課題】本発明は、RC柱の配筋を単純化することを目的とする。【解決手段】鉄骨柱脚部固定構造10では、RC柱20に埋設された複数の柱主筋22A,22Bのうち、一部の柱主筋22AがRC柱20の柱梁仕口部20Sから上方へ突出しており、これらの柱主筋22Aに鉄骨柱12のベースプレート14が固定されている。【選択図】図1
摘要翻译：要解决的问题：简化RC柱的杆布置。解决方案：在用于固定钢柱基部的结构10中，嵌入在RC柱20中的多个柱主加强件22A和22B中的一些22A从 RC柱20的柱梁连接部20S和钢柱12的基板14固定在柱主加强件22A上。

8. 发明专利

JP2011052462A Steel beam with level difference, and non-bracket method of column-beam frame using the same 有权
标题翻译：具有水平差的钢梁和使用其的柱梁框架的非支撑方法
公开(公告)号：JP2011052462A
公开(公告)日：2011-03-17
申请号：JP2009202626
申请日：2009-09-02
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SHIMANO YUKIHIRO , MAEKAWA MOTONOBU , ONUMA KAZUHIRO , HIRAYAMA TAKAYUKI , ONO MASATO , AKAZAWA SUKETAKA , KATAYAMA TAKESHI , USAMI TORU , KANEKO HIROFUMI , YAMAZAKI KENJI
IPC分类号： E04C3/06 , E04B1/18
摘要： PROBLEM TO BE SOLVED: To provide a non-bracket method eliminating redundant steel and reducing the cost by using a steel beam with a level difference which is made by assembling existing shape steels like an existing wide flange beam (H-steel), an existing I-shaped steel of different sizes. SOLUTION: The existing wide flange beam 2 having a larger beam depth is connected to each of both ends of the existing wide flange beam 1 having a smaller beam depth so that upper surfaces of upper flanges 1a, 2a of them are made flush. Further, a reinforcing rib 3 is arranged on a web 2c of the existing wide flange beam 2 having the larger beam depth in the position corresponding to a lower flange 1b of the existing wide flange beam 1 having the smaller beam depth, so that the steel beam A with the level difference, in which the beam depth of the center is different from that of the ends, is formed. By joining each of both ends of the steel beam A having the level difference to a column steel frame B at the construction site, the column-beam frame which generates a plastic hinge (a) at the level difference section is constructed. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种消除冗余钢的非支架方法，并且通过使用通过组装诸如现有的宽法兰梁（H钢）的现有形状钢制成的具有水平差的钢梁来降低成本，现有的I型不同尺寸的钢。解决方案：具有较大光束深度的现有宽法兰光束2连接到具有较小光束深度的现有宽法兰光束1的两端中的每一端，使得它们的上凸缘1a，2a的上表面被制成平齐。此外，在具有较大光束深度的现有宽法兰梁2的幅材2c上布置有加强肋3，其对应于具有较小光束深度的现有宽法兰梁1的下凸缘1b的位置，使得钢形成具有与中心的光束深度不同于端部的光束深度的光束A的光束A. 通过在施工现场将具有水平差的钢梁A的两端连接到立柱钢框架B，构成在液位差部分处产生塑性铰链（a）的柱梁框架。版权所有（C）2011，JPO＆INPIT

9. 发明专利

JP2006233701A Locking device for base-isolated building 审中-公开
标题翻译：用于基础隔离建筑物的锁定装置
公开(公告)号：JP2006233701A
公开(公告)日：2006-09-07
申请号：JP2005053423
申请日：2005-02-28
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMAMOTO SHUNJI , KUSAKA SATORU , MAEKAWA MOTONOBU , OKADA JUNICHI , YANAGISAWA NOBUYUKI , IKEUCHI KUNIE , AOKI KAZUO , IKEDA HIDEMI , MASUDA HIROYUKI , ONO MASATO , TAGAKI KINYA , MURAKAMI RIKUTA , DOI TAKASHI , KUSHIMA SOICHIRO
IPC分类号： E04H9/02 , E04H9/14 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a locking device for a base-isolated building capable of exhibiting a base isolating effect even on a small earthquake by preventing the unpleasant shake of the building in a strong wind with simple constitution difficult to fail and dispensing with an external power supply, a backup battery, an anemometer, an earthquake sensor and their control circuit or the like.
SOLUTION: In constituting the locking device for the base-isolated building 1, a wind power generator 4 is installed on the roof of the base-isolated building 1, and one of an upper structure 1A and a lower structure 1B of a base isolating layer 2 is provided with electromagnets 5, while the other is provided with attraction plates 6 so that the attraction faces are in a vertically facing state. An electric circuit 7 for supplying electric power generated by the wind power generator, to the electromagnets in real time is provided between the wind power generator and the electromagnets, and the electromagnets are excited according to the electric power supplied from the wind power generator. The attraction plates are thereby attracted to restrain horizontal movement in the base isolating layer.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供即使在小地震中也能够表现出基地隔离效果的基座隔离建筑物的锁定装置，通过防止建筑物在强风中的令人不快的震动，并且简单的结构难以失败，分配外部电源，备用电池，风速计，地震传感器及其控制电路等。解决方案：在构成基底隔离建筑物1的锁定装置时，将风力发电机4安装在基座隔离建筑物1的屋顶上，并且上部结构1A和下部结构1B中的一个基部隔离层2设置有电磁体5，而另一个具有吸引板6，使得吸引面处于垂直面对状态。在风力发电机和电磁铁之间设置用于将风力发电机产生的电力实时地供给电磁铁的电路7，并根据从风力发电机供给的电力来激励电磁铁。由此吸引吸引板来抑制基底隔离层的水平移动。版权所有（C）2006，JPO＆NCIPI

10. 发明专利

JP2005068772A Towery building and its construction method 有权
标题翻译：塔式建筑及其施工方法
公开(公告)号：JP2005068772A
公开(公告)日：2005-03-17
申请号：JP2003298995
申请日：2003-08-22
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OKUDE HISATO , NAKANISHI TAKESHI , FUKUMOTO KOJI , MAEKAWA MOTONOBU , TSUBAKI HIDEAKI
IPC分类号： E04H12/02 , E04G21/14
摘要： PROBLEM TO BE SOLVED: To provide a new structural towery building superior in an external appearance, providing a sense of unity with the building in design, having high rigidity, and reducing swinging in a strong wind and an earthquake, since a steel frame member is not bared more than a conventional towery building.
SOLUTION: A cross-sectional quadrangular towery building A is constructed in such a way that a tower unit (a) has mutually opposed two precast concrete boards 4, a pair of steel frame truss units 5 connected between both side parts of the precast concrete boards, and a floor material 7 laid between horizontal members 6 of the steel frame truss units; and is preassembled in a low position; the tower unit is stacked by using a hoisting machine; the mutual precast concrete boards and the mutual steel frame truss units of the upper and lower tower units are connected; among planes of structure in the mutually right-angled X and Y directions, a plane of structure in the X direction is formed into a reinforced concrete aseismatic wall 2; and a plane of structure in the Y direction is formed into a steel frame truss structure 3 using the aseismatic wall 2 as a vertical member of a truss.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种外观优越的新型结构性高层建筑，与设计中的建筑物一致，具有高刚性，减少强风和地震中的摆动，因为钢框架成员不比常规的陶器建筑物更多。解决方案：横截面的四边形砌体建筑物A的构造使得塔架单元（a）相互对置两个预制混凝土板4，一对钢框架桁架单元5，其连接在预制混凝土板和铺设在钢框架桁架单元的水平构件6之间的地板材料7; 并预先装配在低位; 塔式单元通过使用起重机堆叠; 上下塔单元的相互预制混凝土板和相互骨架桁架单元相连; 在相互成直角的X和Y方向上的结构平面中，将X方向的结构平面形成为钢筋混凝土抗震壁2; 并且使用抗震壁2作为桁架的垂直构件将Y方向的结构平面形成为钢框架桁架结构3。版权所有（C）2005，JPO＆NCIPI

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