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1. 发明专利

JP2013159986A Basement column 有权
标题翻译：地下栏
公开(公告)号：JP2013159986A
公开(公告)日：2013-08-19
申请号：JP2012023536
申请日：2012-02-06
申请人： Taisei Corp , 大成建設株式会社
发明人： KOMURO TSUTOMU , FUJIYAMA JUNJI , WATANABE YUICHI
IPC分类号： E02D29/045 , E04B1/24 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide a basement column capable of securing strength of a part positioned on a pile head, while achieving weight saving.SOLUTION: A basement column 1 is erected in a cast-in-place pile by an inverted construction method. The basement column 1 includes a lower portion 10 which is elongated in a vertical direction and inserted into the cast-in-place pile 2, and an upper portion 20 which is elongated upward from the lower portion 10. The lower portion 10 is made of cross H-shaped steel 11; the upper portion 20 is made of a rectangular steel tube 21 which has a lower end closed; and a flange 13 of the cross H-shaped steel 11 of the lower portion 10 has a constant vertical width.
摘要翻译：要解决的问题：提供一种能够确保位于桩头上的部件的强度的基底柱，同时实现减轻重量。解决方案：地下室柱1通过倒置施工方法竖立在现浇桩中。地下室1包括在垂直方向上伸长并插入到现浇桩2的下部10和从下部10向上延伸的上部20.下部10由十字H型钢11; 上部20由下端封闭的矩形钢管21制成，下部10的十字H字形钢11的凸缘13具有恒定的垂直宽度。

2. 发明专利

JP2013057174A Reinforced concrete wall column 有权
标题翻译：加固混凝土墙
公开(公告)号：JP2013057174A
公开(公告)日：2013-03-28
申请号：JP2011194685
申请日：2011-09-07
申请人： Taisei Corp , 大成建設株式会社
发明人： KORENAGA TAKEYOSHI , SUGIYAMA TOMOAKI , KOMURO TSUTOMU , FUJIYAMA JUNJI , IMAZU YUKO
IPC分类号： E04C3/34 , E04B1/16 , E04B2/84 , E04C5/18
摘要： PROBLEM TO BE SOLVED: To provide a reinforced concrete wall column having high quality and excellent structural performance.SOLUTION: A reinforced concrete wall column 1 includes a plurality of narrow diameter column main reinforcement bars 11, 11,... arranged in two lines along a long side direction and a large diameter column main reinforcement bar 12 arranged at an end part in the long side direction. The large diameter column main reinforcement bar 12 is arranged between the narrow diameter column main reinforcement bars 11 and 11 adjacent to each other in a short side direction and also between the narrow diameter column main reinforcement bars 11 and 11 adjacent to each other in the long side direction, and reinforcement joints of the large diameter column main reinforcement bars 12 are joined with each other by a mechanical joint or a pressure-welding joint.
摘要翻译：要解决的问题：提供具有高质量和优异结构性能的钢筋混凝土墙柱。解决方案：钢筋混凝土墙柱1包括沿着长边方向布置成两条直线的多个窄直径的柱主加强筋11,11，和排列在一端的大直径柱主加强杆12 部分在长方向。大直径列主加强筋12布置在短边方向上彼此相邻的窄直径列主加强筋11和11之间，并且在长条形的彼此相邻的窄直径列主加强条11和11之间布置侧面方向，大直径柱主加强筋12的加强接头通过机械接头或压接接头彼此接合。版权所有（C）2013，JPO＆INPIT

3. 发明专利

JP2013174096A Loading test device for pile 有权
标题翻译：装载测试装置
公开(公告)号：JP2013174096A
公开(公告)日：2013-09-05
申请号：JP2012039719
申请日：2012-02-27
申请人： Taisei Corp , 大成建設株式会社
发明人： WATANABE TORU , HORII YOSHIHIRO , KOMURO TSUTOMU , FUJIYAMA JUNJI , IWATA AKIHIRO , ODA YUKIHIRO
IPC分类号： E02D33/00 , E02D1/02
摘要： PROBLEM TO BE SOLVED: To provide a loading test device for accurately measuring both a peripheral surface frictional resistance and an end resistance while reducing a labor of installation or demolition.SOLUTION: The loading test device includes: a test pile 10 divided into a tip 11 and a pile body 12; a tip side jack 20 disposed between the tip 11 and the pile body 12; an anchor pile 30 constructed in the periphery of the test pile 10; a loading beam 40 constructed between the pile heads of the anchor pile 30; and a pile head side jack 60 disposed on the loading beam 40 for applying a force to the test pile 10. The tip side jack 20 is able to pressurize the pile body 12 by taking a repulsive force to the tip 11, or pressurize the tip 11 by taking a repulsive force to the pile body 12. The pile head side jack 60 is able to pull up the test pile 10 by taking a repulsive force to the anchor pile 30 via the loading beam 40.
摘要翻译：要解决的问题：提供一种用于在减少安装或拆卸的同时精确地测量周边摩擦阻力和端部阻力的装载测试装置。解决方案：装载测试装置包括：测试桩10，分成尖端11 和桩体12; 设置在尖端11和桩体12之间的末端侧插入口20; 构造在试桩10周边的锚桩30; 构造在锚桩30的桩头之间的装载梁40; 以及设置在装载梁40上用于向试验桩10施加力的桩头侧插入件60.顶端插座20能够通过对尖端11施加排斥力或对尖端加压来对桩体12加压通过对桩体12施加排斥力。桩头侧插座60能够通过经由装载梁40对锚桩30采取排斥力来拉起测试桩10。

4. 发明专利

JP2012127083A Towering structure 审中-公开
标题翻译：提升结构
公开(公告)号：JP2012127083A
公开(公告)日：2012-07-05
申请号：JP2010278073
申请日：2010-12-14
申请人： Taisei Corp , 大成建設株式会社
发明人： HOSOZAWA OSAMU , SATO YOSHIHISA , KOMURO TSUTOMU , FUJIYAMA JUNJI , HAYABE YASUHIRO , OTAKE KATSUHIRO , FUKUMOTO YOSUKE , MATSUMOTO TETSUYA , WATANABE MASARU , OWAKU YOKO
IPC分类号： E04H12/16 , E04H12/20
摘要： PROBLEM TO BE SOLVED: To provide a towering structure which has a sufficient strength as a structure and does not damage the beauties in the surrounding areas.SOLUTION: A towering structure includes a columnar main body erected on the foundation, plural beam members that are coupled to the main body and extend from the main body in a radiation direction in plane view, and plural tension members that are coupled to the tips of the beam members and the foundation.
摘要翻译：要解决的问题：提供具有足够的强度作为结构并且不会损坏周围环境中的美女的高耸结构。解决方案：一种高耸的结构包括竖立在基座上的柱状主体，多个梁构件，其连接到主体并且在俯视图中沿着辐射方向从主体延伸，并且多个张力构件联接到梁构件的尖端和基础。版权所有（C）2012，JPO＆INPIT

5. 发明专利

JP2009191572A Vibration control damper 有权
标题翻译：振动控制阻尼器
公开(公告)号：JP2009191572A
公开(公告)日：2009-08-27
申请号：JP2008035835
申请日：2008-02-18
申请人： Taisei Corp , 大成建設株式会社
发明人： SHINOZAKI YOZO , FUJIYAMA JUNJI
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a vibration control damper, which can exhibit a high vibration control effect with high buckling strength, and is also excellent in design property.
SOLUTION: An inside member 10 to be mounted on one part of a building skeleton includes a polygonal tubular part 14, and an outside member 11 to be mounted on the other part includes a plurality of band plates 15 independently opposed to and arranged on each outer circumferential surface 14a of the tubular part 14, a tubular body 16 covering the inside member 10 and the band plates 15 from the outer surface side, and a filling material 17 which integrates the tubular body 16 to the band plates 15 by being injected and solidified along the inner surface of the tubular body 16. A sheet-like viscoelastic body 12 is interposed between the outer circumferential surface 14a of the tubular part 14 of the inside member 10 and the band plate 15 of the outside member 11 so that both sides thereof are closely fitted to the outer circumferential surface and the band plate.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种振动控制阻尼器，其能够表现出高抗弯强度的高振动控制效果，并且设计性能也优异。解决方案：安装在建筑物骨架的一部分上的内部构件10包括多边形管状部分14，另一部分安装的外部构件11包括多个独立地相对并布置的带状板15 在管状部件14的每个外圆周表面14a上，从外表面侧覆盖内部构件10和带板15的管状体16以及将管状体16与带板15相结合的填充材料17 沿管状体16的内表面注入和固化。片状粘弹性体12插入在内部构件10的管状部分14的外周表面14a和外部构件11的带板15之间，使得其两侧与外周面和带板紧密配合。版权所有（C）2009，JPO＆INPIT

6. 发明专利

JP2006283839A Hydraulic shock absorber monitoring system 审中-公开
标题翻译：液压减震器监测系统
公开(公告)号：JP2006283839A
公开(公告)日：2006-10-19
申请号：JP2005102918
申请日：2005-03-31
申请人： Hitachi Ltd , Keio Gijuku , Taisei Corp , 大成建設株式会社 , 学校法人慶應義塾 , 株式会社日立製作所
发明人： YOSHIDA KAZUO , KITAGAWA YOSHIKAZU , NAGASHIMA ICHIRO , RANKI TATSUHIRO , SHINOZAKI YOZO , FUJIYAMA JUNJI , KOMATSU HIROYASU , KOBAYASHI TAKAHIDE
IPC分类号： F16F9/46 , F16F9/34
摘要： PROBLEM TO BE SOLVED: To provide a hydraulic shock absorber monitoring system monitoring existence of abnormality of an electromagnetic valve of a hydraulic shock absorber. SOLUTION: The hydraulic shock absorber monitoring system 10 is assembled in an isolation system which isolates vibration of a structure such as a high-rise building. A control circuit 50 of the hydraulic shock absorber monitoring system 10 analyzes vibrating conditions of the structure from detected signals in response to output acceleration of first to third acceleration sensors 42, 44, and 46, and produces control signals to hydraulic shock absorbers 20(20 1 to 20 10 ) so as to produce damping force suitable to the vibrating conditions, and adjusts damping coefficients of the hydraulic shock absorbers 20(20 1 to 20 10 ). Further, the control circuit 50 determines whether or not a current detecting value detected by the sensors for detecting a current of a signal supplying to the electromagnetic valve 96 of a damping force adjusting section is normal. Thus, the control circuit 50 can monitor whether or not any electromagnetic valve 96 is normal by operating numerous electromagnetic valves 96. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种监测液压减震器的电磁阀异常的液压减震器监控系统。解决方案：液压减震器监测系统10组装在隔离系统中，隔离系统隔离诸如高层建筑物的结构的振动。液压缓冲器监控系统10的控制电路50响应于第一至第三加速度传感器42,44和46的输出加速度，从检测到的信号分析结构的振动条件，并且产生对液压减震器20（20）的控制信号以便产生适合于振动条件的阻尼力，并且调节液压减震器20的阻尼系数（20S SB> 1 至20 10 ） > 20 10 ）。此外，控制电路50判断由用于检测向阻尼力调节部的电磁阀96供给的信号的电流的传感器检测到的电流检测值是否正常。因此，控制电路50可以通过操作大量电磁阀96来监视电磁阀96是否正常。（C）2007，JPO和INPIT

7. 发明专利

JP2005299173A Aseismatic structure of towering construction 审中-公开
标题翻译：建筑施工质量结构
公开(公告)号：JP2005299173A
公开(公告)日：2005-10-27
申请号：JP2004115511
申请日：2004-04-09
申请人： Chubu Electric Power Co Inc , Taisei Corp , 中部電力株式会社 , 大成建設株式会社
发明人： SHINOZAKI YOZO , FUJIYAMA JUNJI , SUGIMOTO YASUO , OKOCHI YASUO , HIRAKI TAKAFUMI
IPC分类号： E04H9/02 , E04H9/14 , E04H12/00 , F16F15/02 , F16F15/023 , F16F15/06
摘要： PROBLEM TO BE SOLVED: To provide an aseismatic structure of a suitable towering construction capable of reducing an answering value of a damping member without being required for any wide installation space when a TMD is installed and being specially applied to earthquake resisting reinforcement to the existing towering construction as well as such a case that it is accordingly applied to a newly constructed towering constrution. SOLUTION: The aseismatic structure of the towering construction installing the TMD having a weight 2 and the damping member 4 buffering relative displacement of the weight 2 to the steel tower (towering construction)1 is so constituted that the weight 2 is suspended from the steel tower as a pendulum and, at the same time, that the damping member 4 is installed in the direction inclined to the horizontal direction between the weight 2 and the steel tower 1. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种适当的高架构造的抗震结构，其能够在安装TMD并且被特别应用于抗震加固时能够减小阻尼构件的应答值而不需要任何宽的安装空间现有的高耸建筑以及相应的应用于新建的高耸建筑物的情况。解决方案：安装具有重物2的TMD的高耸结构和缓冲构件4的缓冲结构缓冲重物2相对于钢塔（高耸构造）1的相对位移的构造，使得重物2从钢塔作为摆锤，同时阻尼构件4沿重力2与钢塔1之间的水平方向倾斜的方向安装。（C）2006年，JPO和NCIPI

8. 发明专利

JP2007297820A Base-isolating system 有权
标题翻译：基础隔离系统
公开(公告)号：JP2007297820A
公开(公告)日：2007-11-15
申请号：JP2006125671
申请日：2006-04-28
申请人： Taisei Corp , 大成建設株式会社
发明人： RANKI TATSUHIRO , SHINOZAKI YOZO , NAGASHIMA ICHIRO , FUJIYAMA JUNJI , FUKUMOTO YOSUKE
IPC分类号： E04H9/02 , E04B1/36 , F16F15/02 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide a base-isolating system which suppresses the shaking of an upper structure by high rigidity, without exerting a base isolation effect on environmental vibrations, and which can prevent great damage to a building by making a base-isolating device exert the base isolation effect during earthquakes.
SOLUTION: This base-isolating system comprises: the base-isolating device 13 which uses a laminated rubber interposed between upper and lower structures 10 and 12; a horizontal damper 14, the one end 14a of which is connected to the upper structure 10, and the other end 14b of which is connected to the lower structure 12; a fixing device 16 which is arranged below a column 11 of the upper structure adjacent to the base-isolating device, or between a lower part of a beam 15 and the lower structure, and which enables the upper and lower structures to be connected to/disconnected from each other; a vibration detecting means 22 for detecting the vibrations of the upper or lower structure; and a control means 23 for disconnecting the upper and lower structures from each other by the fixing device 16 when the vibration detecting means detects the shaking of the upper or lower structure.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种基础隔离系统，其可以高刚性抑制上部结构的振动，而不会对环境振动产生基部隔离作用，并且可以通过制造基座来防止对建筑物的巨大损坏 - 隔离装置在地震期间发挥基地隔离效应。解决方案：该基底隔离系统包括：基底隔离装置13，其使用插入在上部结构10和下部结构12之间的层压橡胶; 水平阻尼器14，其一端14a连接到上部结构10，另一端14b连接到下部结构12; 固定装置16，其布置在与基底隔离装置相邻的上部结构的列11的下方，或者在梁15的下部和下部结构之间，并且能够使上部和下部结构连接到/ 彼此断开; 用于检测上部或下部结构的振动的振动检测装置22; 以及控制装置23，用于当振动检测装置检测到上部或下部结构的振动时，通过固定装置16将上部和下部结构彼此断开。版权所有（C）2008，JPO＆INPIT

9. 发明专利

JP2005256325A Base-isolation structure 有权
标题翻译：基础隔离结构
公开(公告)号：JP2005256325A
公开(公告)日：2005-09-22
申请号：JP2004066586
申请日：2004-03-10
申请人： Taisei Corp , 大成建設株式会社
发明人： RANKI TATSUHIRO , NAGASHIMA ICHIRO , SHINOZAKI YOZO , FUJIYAMA JUNJI
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a base-isolation structure which can be reduced in size of an expansion joint by preventing the propagation of environmental vibrations from an adjacent upper structure in normal times, and suppressing the relative deformation of the adjacent upper structure during earthquakes.
SOLUTION: This base-isolation structure is equipped with a foundation structure 11 which is constructed on ground G, and a plurality of upper structures 13 which are arranged on the foundation structure 11 via a base-isolation means 14. The upper structure 13 is equipped with a vibration detecting means 17 which is provided in the foundation structure 11 or on the ground G surface near the foundation structure 11, and a variable connection means 15 for variably connecting the adjacent upper structures 13 together/disconnecting them from each other, depending on a vibrating state detected by the means 17. The means 15 is set to be in the state of the disconnection of the adjacent upper structures 13 in the normal times so as to prevent the propagation of the environmental vibrations from the adjacent upper structure 13, and connects the adjacent upper structures 13 together when the means 17 detects the shock of the earthquake equivalent to/beyond a reference vibration-state index value.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：解决的问题：为了提供通过防止环境振动在正常时期从相邻的上部结构传播而能够减小膨胀节的尺寸的基底隔离结构，并且抑制相邻上部的相对变形地震期间的结构。解决方案：该基座隔离结构配备有在地面G上构造的基础结构11，以及多个上部结构13，其经由基部隔离装置14布置在基础结构11上。上部结构 13配备有设置在基础结构11中或靠近基础结构11的地面G表面上的振动检测装置17和用于将相邻的上部结构13可变地连接在一起/将它们彼此断开的可变连接装置15 取决于由装置17检测到的振动状态。装置15被设定为在正常时间内相邻的上部结构13的断开的状态，以便防止来自相邻上部结构的环境振动的传播 13，当装置17检测到等于/超过参考振动状态指数va的地震的震动时，将相邻的上部结构13连接在一起略。版权所有（C）2005，JPO＆NCIPI

10. 发明专利

JP2001140501A ERECTING METHOD FOR TOWERLIKE BUILDING 失效
公开(公告)号：JP2001140501A
公开(公告)日：2001-05-22
申请号：JP32766399
申请日：1999-11-18
申请人： TAISEI CORP
发明人： SHINOZAKI YOZO , FUJIYAMA JUNJI , INOUE TETSUSHIROU
IPC分类号： E04H12/00 , E04G21/14 , E04H12/10
摘要： PROBLEM TO BE SOLVED: To provide an erecting method for a towerlike building capable of shortening a lift of materials, improving an operation rate of a crane, reducing high lift work, and improving safety. SOLUTION: This erecting method for a towerlike building comprises an A process in which a first building frame element 1 positioned at the highest position is constructed on the ground, a B process in which a second building frame element 2 is constructed on the ground so as to surround the first building frame element 1, a C process in which the second building frame element 2 is lifted using the first building frame element 1 as a support body, a D process in which a third building frame element is constructed below the second building frame element 2 so as to surround the first building frame element 1 and the third building frame element is joined with the second building frame element 2, and an E process in which the first building frame element 1 is lifted using the second building frame element 2 and the third building frame element which are mutually joined in the D process as support body. Then, the similar processes are carried out in order to join all the building frame elements mutually.

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