专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 发明专利

JP2014095201A Base isolation foundation construction method and precast concrete footing 有权
标题翻译：基础隔离基础施工方法和预制混凝土施工
公开(公告)号：JP2014095201A
公开(公告)日：2014-05-22
申请号：JP2012246340
申请日：2012-11-08
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： IMAI TAKASHI , WATANABE TAKASHI , TAKADA MASASHI , KUSHIMA SOICHIRO , KAWATA KYOJI
IPC分类号： E02D27/34 , E02D27/00
摘要： PROBLEM TO BE SOLVED: To improve workability when constructing a column on a seismic isolation device.SOLUTION: A base isolation foundation construction method comprises: a footing installation process to install a precast concrete footing 10, which has anchor bolts 60 to connect the footing 10 with a column 90, on a seismic isolation device 18 placed on a foundation slab 14; and an upper foundation construction process to construct a foundation beam 80 by placing concrete on the footing 10 in a manner that exposes the anchor bolts 60 from an upper end of the foundation beam 80.
摘要翻译：要解决的问题：在抗震隔离装置上构造柱时提高可操作性。解决方案：基础隔离基础施工方法包括：安装预制混凝土基脚10的基础安装过程，其具有锚固螺栓60以连接基脚10 具有柱90，位于放置在基础板14上的隔震装置18上; 以及通过以从基础梁80的上端暴露锚固螺栓60的方式将混凝土放置在基础10上来构造基础梁80的上部基础施工过程。

2. 发明专利

JP2010101092A Vibration control device and building having the same 有权
标题翻译：振动控制装置和具有它的建筑物
公开(公告)号：JP2010101092A
公开(公告)日：2010-05-06
申请号：JP2008274433
申请日：2008-10-24
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： HIRAKAWA YASUAKI , YAMAMOTO MASAFUMI , SABURI KAZUHIRO , KUSHIMA SOICHIRO , TAKEUCHI MITSURU
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a vibration control device capable of changing a natural period of a weight, and a building having the vibration control device. SOLUTION: When the swing of a building 12 develops and the vibration magnitude of a floor slab 28 (weight) detected with a vibration detecting device 58 exceeds a predetermined value, a control means 56 actuates a solenoid 54. The solenoid 54 moves a stopper member 52 upward to engaged with a pin 44. Thereby, the pin 44 moves to a fixing table 50 side through the biasing force of a coil spring 48 to slip out of a flange 42, disengaging an engaging member 34 from the through-hole 36 of a floor slab 18A to cause the engaging member 34 to move downward (drop). As a result, the fixation (restraint) of part 26A of a suspension member 26 with the engaging member 34 is released to change the suspension length of the floor slab 28 from L 1 to L 2 (refer to Fig.4), with the period of the floor slab 28 prolonged. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够改变重量的自然周期的振动控制装置和具有振动控制装置的建筑物。解决方案：当建筑物12的摆动发展并且用振动检测装置58检测到的楼板28（重量）的振动幅度超过预定值时，控制装置56致动螺线管54.螺线管54移动止动构件52向上以与销44接合。由此，销44通过螺旋弹簧48的偏压力移动到固定台50侧，以从凸缘42滑出，使接合构件34与通孔底板18A的孔36，使接合构件34向下移动（下降）。结果，释放具有接合构件34的悬挂构件26的部分26A的固定（约束），以将楼板28的悬挂长度从L 1 改变为L 2 （参照图4），延长了楼板28的周期。版权所有（C）2010，JPO＆INPIT

3. 发明专利

JP2009228235A Base-isolated building structure 审中-公开
标题翻译：基础隔离建筑结构
公开(公告)号：JP2009228235A
公开(公告)日：2009-10-08
申请号：JP2008071863
申请日：2008-03-19
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： TANAKA KENJI , KUSHIMA SOICHIRO , KONO TAKASHI , NAKAHIRA KAZUTO , TSUCHIYA TOMIO , HONDA TAKESHI
IPC分类号： E04H9/02 , E04B1/36 , E04H9/14 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To enable a base-isolating device to exert a normal function during earthquakes, while preventing a building from being swayed by a wind.
SOLUTION: In this base-isolated building structure, a liquefaction object 2, which causes liquefaction due to the earthquakes, is interposed in the state of being put into a container 3, between a supporting building section B1 and a building section B3 to be supported, which are integrally and continuously installed in upper and lower positions via the base-isolating device B2; and a portion 4, abutting on the liquefaction object 2, of the building section B3 and a portion 5, not abutting on the liquefaction object 2, of the building section B3 abut on each other in the state of resisting the relative lateral motion of the supporting building section B1 and the building section B3, in the state of the nonliquefaction of the liquefaction object 2. The container 3 is integrally attached to the supporting building section B1; and the portions 4 and 5 are provided in such a manner as to be separated from each other by the subsidence of the portion 5 along with the occurrence of the liquefaction of the liquefaction object 2, so as to be put into a separated state.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了使地基隔离装置在地震期间发挥正常功能，同时防止建筑物被风摇摆。解决方案：在这种基础隔离的建筑结构中，由于地震而导致液化的液化物体2被插入容器3中，在支撑建筑物部分B1和建筑物部分B3之间被支撑，其经由基底隔离装置B2一体地且连续地安装在上下位置; 并且建筑部分B3的邻接在液化物体2上的部分4和建筑部分B3的不与液化物体2相邻的部分5抵靠建筑部分B3的相对侧向运动的状态彼此邻接在液化物体2的非液化状态下，支撑建筑物部分B1和建筑物部分B3。容器3一体地附接到支撑建筑物部分B1; 并且部分4和5以通过部分5的沉降与液化物体2的液化的发生相互分离的方式设置，以便进入分离状态。版权所有（C）2010，JPO＆INPIT

4. 发明专利

JP2005220517A Wall-type reinforced concrete structure 有权
标题翻译： WALL型强化混凝土结构
公开(公告)号：JP2005220517A
公开(公告)日：2005-08-18
申请号：JP2004026290
申请日：2004-02-03
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SUGATA MASAHIRO , NISHIZAKI TAKASHI , OHIRA MAKOTO , SAWAI YOSHIAKI , KEI YUICHI , KUSHIMA SOICHIRO
IPC分类号： E04B5/43 , E04B1/14 , E04B1/20
摘要： PROBLEM TO BE SOLVED: To provide a wall-type reinforced concrete structure which brings out a necessary large strength over a long period of time even if an earthquake force is applied thereto, has a simple frame structure, is excellent in workability and cost efficiency, and improves the degree of freedom of design in a habitual room space and with respect to building scale, by specially devising a connection portion (wall-floor connection portion) between wall plates and floor plates of the wall-type reinforced concrete structure, where stresses concentrate.
SOLUTION: According to the wall-type reinforced concrete structure consisting of the wall plates 1 and the floor plates 2, high-strength concrete is poured to the connection portion 3 between the wall plates 1 and the floor plates 2, and therefore the wall plates 1 and the floor plates 2 are integrally connected.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：解决的问题：为了提供一种即使施加地震力也能长时间地产生必要的强度的壁式钢筋混凝土结构，具有简单的框架结构，加工性优异，通过专门设计墙式钢筋混凝土结构的墙板和地板之间的连接部分（墙壁连接部分），提高习惯性房间空间和建筑规模的设计自由度，提高成本效率。应力集中在哪里。解决方案：根据由壁板1和地板2组成的壁式钢筋混凝土结构，将高强度混凝土浇注到壁板1和底板2之间的连接部分3上，因此壁板1和地板2一体地连接。版权所有（C）2005，JPO＆NCIPI

5. 发明专利

JP2014118775A Steel plate earthquake-resisting wall 审中-公开
标题翻译：钢板接地墙
公开(公告)号：JP2014118775A
公开(公告)日：2014-06-30
申请号：JP2012276061
申请日：2012-12-18
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMAZAKI KENJI , UEDA HIROYUKI , SUZUKI NAOMIKI , YAMASHITA YASUHIKO , KUSHIMA SOICHIRO , KATAYAMA TAKESHI , USAMI TORU , ONO YOSHINOBU , USHIWATA FUMI
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To enable man-powered installation by securing handleability of a use member while enabling exertion of a bearing force of an earthquake-resisting wall.SOLUTION: A steel plate earthquake-resisting wall configures an earthquake-resisting wall W by installing an earthquake-resisting steel plate 5 like a wall in a frame K comprising a column 1 and a beam 2. In the earthquake-resisting wall W, the plurality of earthquake-resisting steel plates 5 are adjacently arranged in a wall surface, and the adjacent earthquake-resisting steel plates 5 are joined together by a friction joint 10 that is frictionally joined by partial overlapping.
摘要翻译：要解决的问题：通过确保使用构件的可操作性，同时能够施加抗震墙的支承力，实现人力安装。解决方案：钢板抗震墙通过安装防火墙W来配置抗震墙W 在框架K中具有如图1所示的框架K的耐震钢板5，该框架K包括柱1和梁2.在耐震壁W中，多个耐震钢板5相邻地布置在壁面中，相邻的耐震钢板5通过摩擦接合部10接合在一起，摩擦接头10通过部分重叠而摩擦接合。

6. 发明专利

JP2010013871A Building 有权
标题翻译：建造
公开(公告)号：JP2010013871A
公开(公告)日：2010-01-21
申请号：JP2008176014
申请日：2008-07-04
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KUSHIMA SOICHIRO , KONO TAKASHI , SABURI KAZUHIRO , MATSUSHITA HITOSHI
IPC分类号： E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a building capable of securing a large opening while being sufficiently reinforced by braces.
SOLUTION: A multi-layer brace 3 is a reverse V-brace the lower ends of which are connected to both ends of a beam 2, respectively and the upper end of which is connected to the intermediate part of the beam 2 in the longitudinal direction. Between two brace reinforcing frame surfaces 4 adjacent to each other, both the upper end and the lower end of one brace reinforcing frame surface 4 are shifted to a high position or a low position relative to the other brace reinforcing frame surface 4. Since a large opening which is not interfered by the multiple layer brace can be formed in each brace reinforcing frame surface, even if a high order vibration mode in which a bending force acts occurs at the vertical intermediate part of a column in the brace reinforcing frame surfaces having the multiple layer braces in an earthquake, the withstand strength of a building is compensated by the other brace reinforcing frame surfaces adjacent to each other in the depth or lateral direction of the building.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够通过支架充分增强的，能够确保大开口的建筑物。解决方案：多层支架3是反向V形支架，其下端分别连接到梁2的两端，并且其上端连接到梁2的中间部分纵向。在彼此相邻的两个支撑加强框架表面4之间，一个支撑加强框架表面4的上端和下端都相对于另一支撑加强框架表面4移动到高位置或低位置。由于大的即使在具有弯曲加强框架表面的支柱加强框架表面的列的垂直中间部分产生弯曲力的高阶振动模式，也可以在每个支撑加强框架表面中形成不被多层支架干涉的开口地震中的多层支架，建筑物的承受强度由建筑物的深度或横向彼此相邻的其他支撑加强框架表面补偿。版权所有（C）2010，JPO＆INPIT

7. 发明专利

JP2009221806A Vibration control frame 审中-公开
标题翻译：振动控制框架
公开(公告)号：JP2009221806A
公开(公告)日：2009-10-01
申请号：JP2008070023
申请日：2008-03-18
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： NAKAHIRA KAZUTO , KONO TAKASHI , KUSHIMA SOICHIRO , TOMIOKA YUICHI , HARADA TETSUO
IPC分类号： E04H9/02 , E04B1/18 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a vibration control frame, formed at a low cost and having a high damping effect.
SOLUTION: In this vibration control frame, a vibration control diagonal member 1 is integrally mounted in the state of being stretched between two points of a frame P in a space V of the frame P formed by a column A and a beam B. The vibration control diagonal member 1 is formed in a zigzag so that its axial force along the longitudinal direction thereof can be supported by bending deformation.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供以低成本形成并具有高阻尼效果的振动控制框架。解决方案：在该振动控制框架中，振动控制对角构件1在由柱A形成的框架P的空间V和梁B之间被拉伸在框架P的两个点之间的状态下一体地安装振动对角构件1以锯齿形状形成，使得其沿着其纵向方向的轴向力可以通过弯曲变形来支撑。版权所有（C）2010，JPO＆INPIT

8. 发明专利

JP2009221805A Column 审中-公开
标题翻译：柱
公开(公告)号：JP2009221805A
公开(公告)日：2009-10-01
申请号：JP2008070022
申请日：2008-03-18
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KUSHIMA SOICHIRO , KONO TAKASHI , NAKAHIRA KAZUTO , TOMIOKA YUICHI , HARADA TETSUO
IPC分类号： E04B1/24 , E04B1/20
摘要： PROBLEM TO BE SOLVED: To easily secure an interior opening while enabling an effective use of all corners of a horizontal interior space.
SOLUTION: A plurality of vertical parts 1A for bearing axial loads among members constituting a column are arranged in parallel with one another at intervals in a horizontal direction, and lateral parts 1B connecting the adjacent vertical parts 1A to each other are arranged in parallel with one another at intervals in a vertical direction. The vertical parts 1A and the lateral parts 1B are arranged and integrated to each other in such a manner that a ladder-tracing lottery pattern is formed.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了容易地确保内部开口，同时能够有效地使用水平内部空间的所有角。解决方案：构成柱的构件之间承载轴向载荷的多个垂直部分1A在水平方向上间隔地彼此平行地布置，并且将相邻的垂直部分1A彼此连接的侧部1B布置在在垂直方向上间隔地彼此平行。垂直部分1A和侧面部分1B以形成梯子跟踪彩票图案的方式彼此布置和集成。版权所有（C）2010，JPO＆INPIT

9. 发明专利

JP2011027136A Damping device 有权
标题翻译：阻尼装置
公开(公告)号：JP2011027136A
公开(公告)日：2011-02-10
申请号：JP2009171102
申请日：2009-07-22
申请人： Kayaba System Machinery Kk , Takenaka Komuten Co Ltd , カヤバシステムマシナリー株式会社 , 株式会社竹中工務店
发明人： YAMAMOTO MASAFUMI , SONE TAKAYUKI , HIRAKAWA YASUAKI , SABURI KAZUHIRO , KUSHIMA SOICHIRO , SUZUKI KAZUHIRO , INOGUCHI TOSHIICHI , ONO DAISUKE
IPC分类号： F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a damping device which prevents an excessive load from acting on a support body and is excellent in strength. SOLUTION: The damping device 100 includes a pendulum-like main mass 10 which is suspended from a structure and rockable, a pendulum-like sub-mass 20 which is provided above the main mass 10, is supported in an inverted state by pillars 21 fixed rotatably on the structure, and is rocked in the same direction with the main mass 10, and a link part 30 for rocking in synchronization with the main mass 10 and the sub-mass 20. The device can reduce the vibration of the structure by allowing the main mass 10 and the sub-mass 20 to synchronize with each other by the link part 30 and rock in a long period when vibration is added. The pillars 21 and the sub-mass 20 form a portal type rocking frame 25 that crosses the rockable direction of the main mass 10 and straddles the main mass 10. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种防止过度负载作用在支撑体上并具有优异强度的阻尼装置。解决方案：阻尼装置100包括悬挂在结构上且摆动的摆锤式主质量10，设置在主质量块10上方的摆式子质量块20以倒置状态被支撑在倒置状态支柱21可旋转地固定在结构上，并且与主质量块10沿相同的方向摇摆，以及用于与主质量块10和子质量块20同步地摆动的连杆部分30.该装置可以减少通过使主质量块10和子质量块20通过连杆部30彼此同步并且在添加振动的情况下长时间摇动而构成。支柱21和子质量体20形成一个与主体10的可摇晃方向交叉并跨越主体10的门式摇摆框架25.（C）2011，JPO＆INPIT

10. 发明专利

JP2010261247A Vibration control structure and building having vibration control structure 有权
标题翻译：具有振动控制结构的振动控制结构和建筑物
公开(公告)号：JP2010261247A
公开(公告)日：2010-11-18
申请号：JP2009113691
申请日：2009-05-08
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SABURI KAZUHIRO , KONO TAKASHI , HIRAKAWA YASUAKI , KUMANO TOSHIHITO , KUSHIMA SOICHIRO
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a vibration control structure of a building and improve vibration control performance of a building having the vibration control structure.
SOLUTION: An oscillating body 26 is arranged across a plurality of layers of the building 12. The top end 26A of the oscillating body 26 is fixed to the building, and its lower end 26B is made a free end. Because of this, when external forces are exerted on the building 12 because of an earthquake, wind or the like, and the building 12 undergoes a bending deformation, the connection 32 provided on the lower end side of the oscillating body 26 undergoes relative displacement with respect to the connection 34 provided to a building body 13. Because of this, a force is transferred to the oil damper 30 connected to the connections 34, 32, and vibration energy is absorbed.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种建筑物的振动控制结构，并提高具有振动控制结构的建筑物的振动控制性能。解决方案：摆动体26布置在建筑物12的多个层上。摆动体26的顶端26A固定在建筑物上，其下端26B制成自由端。因此，当由于地震，风等而对建筑物12施加外力，并且建筑物12经历弯曲变形时，设置在振动体26的下端侧的连接件32经历相对位移，相对于提供给建筑物主体13的连接34，由此，将力传递到与连接件34,32连接的油阻尼器30，并且吸收振动能。版权所有（C）2011，JPO＆INPIT

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式