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

JP2013014911A Base-isolated structure 有权
标题翻译：基础隔离结构
公开(公告)号：JP2013014911A
公开(公告)日：2013-01-24
申请号：JP2011147378
申请日：2011-07-01
申请人： Akira Wada , 章和田 , Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： WADA AKIRA , HAMAGUCHI HIROKI , YAMAMOTO MASAFUMI , HIGASHINO MASAHIKO , TAKEUCHI MITSURU
IPC分类号： E04H9/02 , E04B1/36 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide a base-isolated structure which enables base isolation properties to be exerted on a superstructure without being affected by a vertical variation load acting on an outer peripheral area of the superstructure during earthquakes and the like.SOLUTION: A base-isolated structure 18 includes: a load bearing device 24 for supporting an outer peripheral area 30 of a superstructure 16; second sliding means 26 for making the load bearing device 24 and the superstructure 16 slidable; and deformation regulating means for regulating the amount of horizontal shear deformation generated in the load bearing device 24 during earthquakes. The base-isolated structure 18 enables base isolation properties to be exerted on the superstructure 16 without being affected by a vertical variation load acting on the outer peripheral area 30 of the superstructure 16 during the earthquakes and the like.
摘要翻译：要解决的问题：提供一种基础隔离结构，其使得能够在上层结构中施加基础隔离性能，而不受在地震等期间作用在上部结构的外围区域上的垂直变化负荷的影响。解决方案：基座隔离结构18包括：承载装置24，用于支撑上部结构16的外围区域30; 用于使承载装置24和上部结构16滑动的第二滑动装置26; 以及用于调节在地震期间在承载装置24中产生的水平剪切变形量的变形调节装置。基部隔离结构18能够使基础隔离性能施加在上部结构16上，而不受在地震等期间作用在上部结构16的外周区域30上的垂直变化负荷的影响。版权所有（C）2013，JPO＆INPIT

2. 发明专利

JP2011246885A Steel frame member connection structure 审中-公开
标题翻译：钢框架会员连接结构
公开(公告)号：JP2011246885A
公开(公告)日：2011-12-08
申请号：JP2010118088
申请日：2010-05-24
申请人： Kyoto Univ , Takenaka Komuten Co Ltd , 国立大学法人京都大学 , 株式会社竹中工務店
发明人： TANABE YUSUKE , ISHIKAWA YUJI , KOJIMA MASAO , KAMIBAYASHI ATSUSHI , HIGASHINO MASAHIKO , FUJII EIJI , SUGIUCHI AKIHIRO , ARAKI KEIICHI , KAMIYA KOJI
IPC分类号： E04B1/30 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To increase design flexibility while ensuring the connection strength of steel frame members at a low cost.SOLUTION: In a steel frame member connection method, a plurality of steel frame members 50 are axially (longitudinal direction) connected with each other via nodes 110, web plates 402, and a stem portion 450. Stress is transmitted from one of the steel frame members 50 to the nodes 110, 111 via the end plate 54 of the steel frame member 50 and studs 60, and then transmitted to another steel frame members 50 via the end plates 54 and the studs 60 of another steel frame members 50. Stress is also transmitted via the web plates 402 to the nodes 110, 111, and then to another steel frame members 50 via the web plates 402. Therefore, the steel frame members 50 can be connected to each other with a great variety of connection angles with ease at a low cost compared with a case of direct connection of the steel frame members 50 such as welding.
摘要翻译：要解决的问题：提高设计灵活性，同时以低成本确保钢框架构件的连接强度。解决方案：在钢框架构件连接方法中，多个钢框架构件50通过节点110，腹板402和杆部分450彼此轴向（纵向）连接。压力从钢框架构件50经由钢框架构件50的端板54和螺柱60连接到节点110,111，然后经由端板54和另一个钢框架构件50的螺柱60传递到另一个钢框架构件50 应力也经由腹板402传递到节点110,111，然后经由腹板402传递到另一个钢框架构件50.因此，钢框架构件50可以以各种各样的连接相互连接与钢框架构件50的直接连接（例如焊接）相比，成本更低。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2012132203A Junction structure of precast concrete member, structure and construction method of structure 审中-公开
标题翻译：预制混凝土构件的结构结构，结构与构造方法
公开(公告)号：JP2012132203A
公开(公告)日：2012-07-12
申请号：JP2010285056
申请日：2010-12-21
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： ISHIKAWA YUJI , MIYAUCHI YASUMASA , WATANABE FUMIO , KATAYAMA TAKESHI , UEDA TADAO , TANNO YOSHIO , KIMURA HIDEKI , HIGASHINO MASAHIKO , UEDA HIROYUKI
IPC分类号： E04B1/20
摘要： PROBLEM TO BE SOLVED: To provide a junction structure of a precast concrete member capable of constructing a structure without successively assembling the precast concrete member from a lower story, the structure and a construction method of the structure.SOLUTION: A joint part 26 of a column member 12 is provided with a recessed insertion part 60, and a recessed housing part 44 housing a sleeve joint 46 is provided on an end face 28 of a beam member 14. The joint part 26 and the end face 28 are not provided with a member projected from the joint part 26 and the end face 28 or the like, and are in a flat state. By turning the joint part 26 and the end face 28 to the flat state, since the plurality of column members 12 are erected side by side and then the beam members 14 keeping the posture in a horizontal state can be inserted between the column members 12, the structure can be constructed by a folding screen erecting method without assembling them successively from a lower story.
摘要翻译：要解决的问题：提供一种能够构造结构的预制混凝土构件的接合结构，而不是从下层连续地组装预制混凝土构件，结构的结构和构造方法。解决方案：柱构件12的接合部分26设置有凹入的插入部分60，并且容纳套筒接头46的凹入的壳体部分44设置在梁构件14的端面28上。接合部分 26并且端面28没有设置有从接合部26和端面28等突出的构件，并且处于平坦状态。通过将接头部26和端面28转动到平坦状态，由于多个柱构件12并排竖立，所以保持姿势处于水平状态的梁构件14能够插入柱构件12之间，该结构可以通过折叠屏幕竖立方法来构建，而不是从下层连续组装它们。版权所有（C）2012，JPO＆INPIT

4. 发明专利

JP2012132201A Structure 有权
标题翻译：结构体
公开(公告)号：JP2012132201A
公开(公告)日：2012-07-12
申请号：JP2010285054
申请日：2010-12-21
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： ISHIKAWA YUJI , MIYAUCHI YASUMASA , WATANABE FUMIO , KATAYAMA TAKESHI , UEDA TADAO , TANNO YOSHIO , KIMURA HIDEKI , HIGASHINO MASAHIKO , UEDA HIROYUKI
IPC分类号： E04B1/20
摘要： PROBLEM TO BE SOLVED: To provide a structure capable of positively yielding an unbounded area, absorbing seismic energy and then suppressing the residual deformation of the unbounded area (fixing force decline part).SOLUTION: When external force acts on a column member 12 and a beam member 14, the column member 12 and the beam member 14 are relatively moved. When they are relatively moved, tensile force acting on a PC steel wire increases and the column member 12 and the beam member 14 are to be restored to an original state. Also, when they are relatively moved, a fixing force decline part 24 of a beam main reinforcement 48 where fixing force with a filler 34 is lowered is pulled, the fixing force decline part 24 is plastically deformed and energy from external force is absorbed. That is, restoration force generated by the tensile force acting on a connection member and energy absorption by the plastic deformation of the fixing force decline part 24 in the beam main reinforcement 48 act simultaneously. The fixing force decline part 24 is plastically deformed (yielded) positively, the seismic energy is absorbed, and then the residual deformation of the fixing force decline part 24 can be suppressed.
摘要翻译：要解决的问题：提供能够积极产生无界区域，吸收地震能量，然后抑制无界区域（固定力下降部分）的残余变形的结构。解决方案：当外力作用在柱构件12和梁构件14上时，柱构件12和梁构件14相对移动。当它们相对移动时，作用在PC钢丝上的张力增加，并且柱构件12和梁构件14将恢复到原始状态。此外，当它们相对移动时，拉动主填充件48的固定力降低的梁主加强件48的固定力下降部分24，固定力下降部分24塑性变形，并且吸收来自外力的能量。也就是说，作用在连接构件上的张力产生的恢复力和梁主加固件48中的固定力下降部分24的塑性变形引起的能量吸收同时作用。固定力下降部24积极地变形（产生），地震能量被吸收，能够抑制固定力下降部24的残留变形。版权所有（C）2012，JPO＆INPIT

5. 发明专利

JP2011246884A Steel frame member connection structure 有权
标题翻译：钢框架会员连接结构
公开(公告)号：JP2011246884A
公开(公告)日：2011-12-08
申请号：JP2010118082
申请日：2010-05-24
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： TANABE YUSUKE , ISHIKAWA YUJI , KOJIMA MASAO , KAMIBAYASHI ATSUSHI , HIGASHINO MASAHIKO , FUJII EIJI , SUGIUCHI AKIHIRO
IPC分类号： E04B1/58 , E04B1/24
摘要： PROBLEM TO BE SOLVED: To increase design flexibility while ensuring connection strength of steel frame members at a low cost.SOLUTION: In a steel frame member connection structure, a plurality of steel frame members 50 are connected to each other in such a way that studs 60, which project from end plates 54 provided at the axial ends 52 of the plurality of steel members 50, are embedded in a node 110. Stress is transmitted from one steel frame member 50 to the nodes 110, 111 via the end plate 54 and the studs 60 of the steel frame member 50, and then transmitted to another steel frame members 50 via the end plates 54 and the studs 60 of another steel frame members 50. The steel frame members 50 are connected to each other in such a way that the studs 60 of each steel frame member 50 are embedded in the node 110 formed by solidification of fiber reinforced mortar. Therefore, the steel frame members 50 can be connected to each other with a great variety of connection angles with ease at a low cost compared with a case of direct connection of the steel frame members 50 such as welding.
摘要翻译：要解决的问题：提高设计灵活性，同时以低成本确保钢框架构件的连接强度。解决方案：在钢框架构件连接结构中，多个钢框架构件50彼此连接，使得从设置在多个钢的轴向端部52处的端板54突出的螺柱60 构件50嵌入在节点110中。应力通过端板54和钢框架构件50的螺柱60从一个钢框架构件50传递到节点110,111，然后传递到另一个钢框架构件50 通过端板54和另一个钢框架构件50的螺栓60，钢框架构件50彼此连接，使得每个钢框架构件50的螺栓60嵌入在通过固化形成的节点110中纤维增强砂浆因此，与钢框架构件50的直接连接（例如焊接）的情况相比，钢框架构件50可以以低成本容易地以多种连接角度彼此连接。版权所有（C）2012，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