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1. 发明专利

JP2014055454A Structure and method for temporarily supporting foundation 有权
标题翻译：短期支持基金会的结构与方法
公开(公告)号：JP2014055454A
公开(公告)日：2014-03-27
申请号：JP2012201025
申请日：2012-09-12
申请人： Taisei Corp , 大成建設株式会社
发明人： SUZUKI HIROMI , FUJIMURA TASHIRO , INOUE FUTOSHI , NAKAJIMA TAKAHIRO
IPC分类号： E02D27/34 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a structure for temporarily supporting a foundation, which enables base isolation of an existing building to be performed in a short construction period.SOLUTION: A base isolation structure includes: an installation space formed under a foundation 3 of an existing building 1; a mat slab constructed on the bottom surface of the installation space; and a base-isolating device provided on the mat slab to support a section 13, which is positioned directly below a column, of the foundation 3. A temporary support structure temporarily supports the foundation 3 of the existing building 1 in the construction of the base isolation structure. The temporary support structure includes: an excavation space 21a formed by excavating ground 6 under a section 14, which is not positioned directly below the column, of the foundation 3; a reaction base 30 of precast concrete construction, which is installed on the bottom surface of the excavation space 21a; and timbering 40 provided on the reaction base 30 to temporarily support the section 14, which is not positioned directly below the column, of the foundation 3. The reaction base 30 can be utilized as a part of the mat slab.
摘要翻译：要解决的问题：提供一种用于临时支撑基础的结构，其能够在短的施工周期内进行现有建筑物的基础隔离。解决方案：基座隔离结构包括：安装空间，形成在基座3下方现有建筑1; 在安装空间的底面上形成的垫板; 以及设置在垫板上的基底隔离装置，用于支撑基座3的直接位于塔的正下方的部分13.临时支撑结构暂时支撑现有建筑物1的基础3在基座的构造中隔离结构。临时支撑结构包括：通过在基座3下方不直接位于塔的正下方的部分14下方挖掘地面6而形成的挖掘空间21a; 预制混凝土结构的反作用基座30，安装在挖掘空间21a的底面上; 以及设置在反应基座30上的木材40，以临时支撑基座3不位于塔的正下方的部分14.反作用基座30可用作垫板的一部分。

2. 发明专利

JP2013019217A Frame structure of apartment house 审中-公开
标题翻译：公寓房框架结构
公开(公告)号：JP2013019217A
公开(公告)日：2013-01-31
申请号：JP2011154925
申请日：2011-07-13
申请人： Taisei Corp , 大成建設株式会社
发明人： TANAKA HIKARI , KORENAGA TAKEYOSHI , OSHIMA MUTSUMI , NAKAJIMA TAKAHIRO , UNO MEGUMI , ODAGIRI TOMOAKI
IPC分类号： E04H1/04 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a frame structure of an apartment house, capable of improving the degree of freedom in planning.SOLUTION: In an apartment house 1, a plurality of dwelling units 20A to 20D are arranged side by side in a longitudinal direction of a building. A frame structure of the apartment house 1 includes: a pair of load bearing walls 22 provided to separate each other by a length of two spans in the longitudinal direction of the building while extending in a latitudinal direction of the building; and a flat column 21 provided between the pair of load bearing walls 22. Since an interval between the load bearing walls 22 is equal to the length of two spans according to this invention, the degree of freedom in planning can be improved in comparison with a conventional case that the interval between the load bearing walls is equal to the length of one span. That is, a wide range of dwelling unit size from a small dwelling unit like a dwelling unit 20D to a large dwelling unit like a dwelling unit 20B can be provided, by properly setting the length of each span to, for example Land L.
摘要翻译：要解决的问题：提供公寓的框架结构，能够提高规划自由度。解决方案：在公寓1中，多个住宅单元20A至20D沿建筑物的纵向并排设置。公寓1的框架结构包括：一对承载壁22，其设置成在建筑物的纵向方向上彼此分开两段跨度，同时沿建筑物的纬向延伸; 以及设置在一对承载壁22之间的平坦的柱21.由于根据本发明的承载壁22之间的间隔等于两跨的长度，因此与承载墙之间的间隔等于一跨距的常规情况。也就是说，通过适当地将每个跨度的长度适当地设定为例如L 1 和L 2 。版权所有（C）2013，JPO＆INPIT

3. 发明专利

JP2010216163A Reinforcement adhesion structure 审中-公开
标题翻译：加固粘结结构
公开(公告)号：JP2010216163A
公开(公告)日：2010-09-30
申请号：JP2009065056
申请日：2009-03-17
申请人： Taisei Corp , 大成建設株式会社
发明人： HATTORI ATSUSHI , ODAGIRI TOMOAKI , KAYASHIMA MAKOTO , KURAMOTO SHINSUKE , NAKAJIMA TAKAHIRO
IPC分类号： E04B1/16
摘要： PROBLEM TO BE SOLVED: To provide a reinforcement adhesion structure in which a member of a short length dimension can be inexpensively arranged by a reinforcement preassembling method.
SOLUTION: In a beam 4, main reinforcements 5 and 6 required for a central portion are through-reinforcements, and joined together with a welded joint or a mechanical one. Main reinforcements 7 and 8 only for ends and not required for the central portion are made into hooks 7A and 8A by being bent at an angle of 90° at each side closer to the end than a division position required for construction. Thus, the main reinforcements 7 and 8 provided only for the ends are fixed on the central portion side by the hooks 7A and 8A.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种加强粘合结构，其中通过加强预组装方法可以廉价地布置短长度尺寸的构件。解决方案：在梁4中，中心部分所需的主加固件5和6是通过加强件，并且用焊接接头或机械连接件连接在一起。仅用于端部而不是中心部分所需的主加强件7和8通过在比构造所需的分隔位置更靠近端部的每一侧以90°的角度弯曲而制成钩7A和8A。因此，仅为端部设置的主加强件7和8通过钩7A和8A固定在中心部分侧。版权所有（C）2010，JPO＆INPIT

4. 发明专利

JP2012225124A housing complex 有权
标题翻译：多功能屋
公开(公告)号：JP2012225124A
公开(公告)日：2012-11-15
申请号：JP2011096237
申请日：2011-04-22
申请人： Taisei Corp , 大成建設株式会社
发明人： NAKAJIMA TAKAHIRO , ODAGIRI TOMOAKI , KUROIWA MITSUHIRO
IPC分类号： E04H9/02 , E04H1/04
摘要： PROBLEM TO BE SOLVED: To propose an earthquake resistant structure of a multiple dwelling house in which earthquake resistance of the multiple dwelling house is improved and a degree of freedom in the room layout of a living space can be improved.SOLUTION: In a multiple dwelling house, a pair of T-shaped earthquake resistant walls 10 and 10 are disposed on a boundary of neighboring houses 2 and 2. Each of the T-shaped earthquake resistant walls 10 is T-shaped in a plane view from a first wall 11 which is formed along the house boundary and a second wall 12 formed in one end portion of the first wall 11 orthogonally with the first wall 11. The pair of T-shaped earthquake resistant walls 10 and 10 are disposed in such a manner that the second walls 12 are confronted with each other with a predetermined clearance interposed therebetween in the center of the house boundary.
摘要翻译：要解决的问题：提出多住宅的抗震结构，提高多住宅的抗震性，提高居住空间的房间布置自由度。解决方案：在多层住宅中，一对T型抗震墙10和10设置在相邻房屋2和2的边界上。每个T形抗震墙10都是T形的从沿着房屋边界形成的第一壁11的平面图和与第一壁11正交地形成在第一壁11的一个端部中的第二壁12.一对T形抗震壁10和10是以这样的方式设置，使得第二壁12在房屋边界的中心处以预定的间隙彼此面对。版权所有（C）2013，JPO＆INPIT

5. 发明专利

JP2010168783A Flexural failure-preceding type earthquake resisting wall, and building using the same 有权
标题翻译：柔性破坏型地震电阻墙，并使用它们进行建筑
公开(公告)号：JP2010168783A
公开(公告)日：2010-08-05
申请号：JP2009011441
申请日：2009-01-21
申请人： Taisei Corp , 大成建設株式会社
发明人： ODAGIRI TOMOAKI , NAKAJIMA TAKAHIRO , WATANABE YUICHI
IPC分类号： E04H9/02 , E04B2/56
摘要： PROBLEM TO BE SOLVED: To achieve an earthquake resisting wall undergoing a preceding flexural failure, while effectively utilizing rigidity and strength, in an earthquake resistant design of a building; and to provide a building structure using the earthquake resisting wall. SOLUTION: This flexural failure-preceding earthquake resisting wall is installed in a space which is defined by the column and beam of the building. Both side surfaces of the earthquake resisting wall and the column facing both the side surfaces are not joined to each other; and only a part of a width section of an upper end and/or a lower end is joined to the beam. In the building having a building frame comprising the beam and the column, the space defined by the column and the beam is at least partially provided with the earthquake resisting wall. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了在建筑物的抗震设计中有效利用刚性和强度，实现经历先前弯曲破坏的抗震墙体; 并提供使用抗震墙的建筑结构。
解决方案：该抗弯抗震抗震墙安装在由建筑物的立柱和梁限定的空间中。抗震墙的两个侧面和面对两个侧面的列不彼此接合; 并且只有上端和/或下端的宽度部分的一部分与梁接合。在具有包括梁和柱的建筑框架的建筑物中，由柱和梁限定的空间至少部分地设置有抗震墙。版权所有（C）2010，JPO＆INPIT

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