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1. 发明专利

JP2007057252A Method for estimating rigidity of structure 审中-公开
标题翻译：估计结构刚度的方法
公开(公告)号：JP2007057252A
公开(公告)日：2007-03-08
申请号：JP2005239883
申请日：2005-08-22
申请人： Iijima Kenchiku Jimusho:Kk , 株式会社飯島建築事務所
发明人： IIJIMA TOSHIHIKO , YAGI SHIGEJI
IPC分类号： G01H17/00
摘要： PROBLEM TO BE SOLVED: To provide a method for estimating the rigidity of structures and easily estimating natural frequencies and rigidity.
SOLUTION: In the rigidity estimation method, the natural frequency of at least one spring part of a structure having a plurality of spring parts is determined, and the rigidity of the spring part is estimated on the basis of its natural frequency. An oscillation mode is altered in such a way that the spring part of which the natural frequency is to be determined may be dominant by adding at least either a weight 8 or an object which increases rigidity, and measurement is performed in the oscillation mode after the alteration. The natural frequency of the spring part is determined on the basis of results of the measurement in the rigidity estimation method.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于估计结构刚度并容易估计固有频率和刚度的方法。解决方案：在刚度估计方法中，确定具有多个弹簧部件的结构的至少一个弹簧部分的固有频率，并且基于其固有频率来估计弹簧部件的刚度。振荡模式被改变，使得要确定固有频率的弹簧部分可以通过添加至少一个重量8或增加刚度的物体而占优势，并且在振荡模式之后执行测量改造。基于刚度估计方法中的测量结果确定弹簧部分的固有频率。版权所有（C）2007，JPO＆INPIT

2. 发明专利

JP2006266300A Joint structure 审中-公开
标题翻译：联合结构
公开(公告)号：JP2006266300A
公开(公告)日：2006-10-05
申请号：JP2005081597
申请日：2005-03-22
申请人： Iijima Kenchiku Jimusho:Kk , Nagoya Institute Of Technology , Sus Corp , Sus株式会社 , 国立大学法人名古屋工業大学 , 株式会社飯島建築事務所
发明人： IIJIMA TOSHIHIKO , YAGI SHIGEJI , MUNAKATA TAKESHI , ONO TETSUO
IPC分类号： F16B5/02 , E04B1/38 , F16B4/00 , F16B5/07
摘要： PROBLEM TO BE SOLVED: To provide a joint structure capable of obtaining desired joint strength without applying complicated surface treatment.
SOLUTION: Since this joint structure has a configuration provided with a first aluminum alloy element, a second aluminum alloy element to be joined with the first aluminum alloy element, and a projection in a joint part of at least either of the first aluminum alloy element and the second aluminum alloy element, desired joint strength can be obtained without applying complicated surface treatment and the projection can be easily formed because it is made of aluminum alloy.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够在不进行复杂的表面处理的情况下获得所需的接合强度的接头结构。解决方案：由于该接合结构具有设置有第一铝合金元件的构造，与第一铝合金元件接合的第二铝合金元件，以及在第一铝合金元件的至少任一方的接合部中的突起合金元素和第二铝合金元件，可以获得所需的接合强度，而不需要进行复杂的表面处理，并且由于铝合金制成，所以能够容易地形成突起。版权所有（C）2007，JPO＆INPIT

3. 发明专利

JP2006250257A Metallic damper device 审中-公开
标题翻译：金属阻尼器
公开(公告)号：JP2006250257A
公开(公告)日：2006-09-21
申请号：JP2005068463
申请日：2005-03-11
申请人： Iijima Kenchiku Jimusho:Kk , Nagoya Institute Of Technology , Sus Corp , Sus株式会社 , 国立大学法人名古屋工業大学 , 株式会社飯島建築事務所
发明人： IIJIMA TOSHIHIKO , YAGI SHIGEJI , MUNAKATA TAKESHI , ONO TETSUO
IPC分类号： F16F15/02 , E04H9/02 , F16F7/12
摘要： PROBLEM TO BE SOLVED: To provide a metallic damper device arbitrarily forming a historical characteristic as a metallic damper using a plastic metallic body to be broadly-applicable.
SOLUTION: The metallic damper is provided with an arbitral and new historical characteristic having a plurality of yield points, by combining a plurality of kinds of metallic elements different in historical characteristic. Therefore, a control of stiffness as a whole device, a control of the yield points, and a control of an own natural period are implemented, so that vibrational energy when earthquakes occur is effectively absorbed and minimize earthquake energy exerted on structures to keep the structures healthy.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种金属阻尼器装置，任意地形成使用塑料金属体的金属阻尼器的历史性特征，以广泛适用。解决方案：通过组合具有历史特性不同的多种金属元素，金属阻尼器具有多个屈服点的仲裁和新历史特征。因此，实现作为整体装置的刚度控制，屈服点的控制以及自身时间段的控制，使得当发生地震时的振动能量被有效地吸收并且最小化施加在结构上的地震能量以保持结构健康。版权所有（C）2006，JPO＆NCIPI

4. 发明专利

JP2004019856A Vibration control device 有权
公开(公告)号：JP2004019856A
公开(公告)日：2004-01-22
申请号：JP2002178400
申请日：2002-06-19
申请人： Iijima Kenchiku Jimusho:Kk , 株式会社飯島建築事務所
发明人： FURUTA KENJI , HASEGAWA YASUTOSHI , IIJIMA TOSHIHIKO
IPC分类号： F16F15/02 , F16F9/18 , F16F15/04 , F16F15/08
摘要： PROBLEM TO BE SOLVED: To simplify a vibration control device and facilitate the damping evaluation (modeling) of vibration energy.
SOLUTION: This vibration control device comprises: a support table 31 horizontally installed on a vibration-controlled object; a lateral moving body 33 supported on the support table 31; a viscoelastic element 35 disposed between the support table 31 and the lateral moving body 33; and a horizontal recovery spring body 37 recovering the lateral moving body 33 to a specified position. The device also comprises: a dash pot 39 disposed through the lateral moving body 33; and a vertical movement control weight 43 guided by a vertical guide bar 41. The vertical movement control weight 43 is connected to the piston rod 39c of the dash pot 39, and supported on the cylinder 39a of the dash pot 39 through a vertical compressive elastic body 47. Then, the viscoelastic element 35 is formed in a solid viscoelastic body, and the working axis line of a horizontal recovering spring body 37 is positioned close to the slide face of the support table 31.
COPYRIGHT: (C)2004,JPO

5. 发明专利

JP2008038570A Sheet shearing panel reinforcing structure 审中-公开
标题翻译：板材加固板加固结构
公开(公告)号：JP2008038570A
公开(公告)日：2008-02-21
申请号：JP2006218501
申请日：2006-08-10
申请人： Iijima Kenchiku Jimusho:Kk , Nagoya Institute Of Technology , Sus Corp , Sus株式会社 , 国立大学法人名古屋工業大学 , 株式会社飯島建築事務所
发明人： ONO TETSUO
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To enhance earthquake resisting performance by suppressing a parts cost and a construction cost low, reinforcing a sheet shearing panel efficiently and effectively, and improving vibrational energy absorbing capacity.
SOLUTION: This sheet shearing panel reinforcing structure 1 improves vibrational energy absorbing capacity by eliminating the tension field generated to stress applied surfaces 5, 7 of the sheet shearing panel 3. Stress restraining members 11 of uniform cross section formed by extrusion molding are used as tension field eliminating means. A plurality of stress restraining members 11 are installed in a spaced state with suitable spaces apart in a continuous state with at least one surface of the stress applied surfaces of the sheet shearing panel 3.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了通过抑制零件成本和低成本来提高抗震性能，有效且有效地增强片材剪切面板，并提高振动能量吸收能力。解决方案：该片材剪切板加强结构1通过消除对片材剪切板3的应力施加表面5,7产生的张力而提高振动能量吸收能力3.通过挤压成型形成的均匀横截面的应力抑制构件11是用作张力场消除装置。多个应力抑制构件11以与片材剪切面板3的应力施加表面的至少一个表面连续的适当空间隔开的状态安装。（C）2008，JPO＆INPIT

6. 发明专利

JP2006266390A Damping device 审中-公开
标题翻译：阻尼装置
公开(公告)号：JP2006266390A
公开(公告)日：2006-10-05
申请号：JP2005085084
申请日：2005-03-24
申请人： Iijima Kenchiku Jimusho:Kk , Nagoya Institute Of Technology , Sus Corp , Sus株式会社 , 国立大学法人名古屋工業大学 , 株式会社飯島建築事務所
发明人： IIJIMA TOSHIHIKO , YAGI SHIGEJI , MUNAKATA TAKESHI , ONO TETSUO
IPC分类号： F16F7/12 , E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a damping device which can achieve a high damping effect, by using two kinds of materials having different yield points in combination so as to constitute the device.
SOLUTION: The damping device includes a core member of an arbitrary material and a peripheral restraint member arranged around the periphery of the core member and made of a material having a yield point higher than that of the core member. Thus, the capability of absorbing vibrational energy of the core member is increased to thereby obtain a higher damping effect. Moreover, unless the peripheral restraint member yields, it restores to the substantially original state and it can fulfill its function repeatedly.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供可以实现高阻尼效果的阻尼装置，通过组合使用具有不同屈服点的两种材料来构成装置。解决方案：阻尼装置包括任意材料的芯构件和围绕芯构件的周边布置并由具有高于芯构件的屈服点的屈服点的材料制成的周边约束构件。因此，提高吸收芯构件的振动能的能力，从而获得更高的阻尼效果。此外，除了外围约束构件产生之外，它还恢复到基本上原始的状态，并且可以重复地实现其功能。版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP2006249790A Shear block damper 审中-公开
标题翻译：剪刀阻尼器
公开(公告)号：JP2006249790A
公开(公告)日：2006-09-21
申请号：JP2005068303
申请日：2005-03-11
申请人： Iijima Kenchiku Jimusho:Kk , Nagoya Institute Of Technology , Sus Corp , Sus株式会社 , 国立大学法人名古屋工業大学 , 株式会社飯島建築事務所
发明人： IIJIMA TOSHIHIKO , YAGI SHIGEJI , MUNAKATA TAKESHI , ONO TETSUO
IPC分类号： E04H9/02 , F16F7/12 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a shear block damper capable of having no strain hardening resulting from shear buckling, generating no stress concentration due to a secondary deformation by buckling, preventing it thereby from coming to a brittle destruction and preventing vertical bearing force from being impaired in the case of plastic deformation.
SOLUTION: In the shear block damper formed in a block-shape and displaying a damper function by installing in an optional position of a structure, it is made of aluminum alloy. A formula (I) La≥H and a formula (II) Lb≥H are formulized in relation to width (La), depth (Lb) and height (H).
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够由于剪切屈曲而不产生应变硬化的剪切阻尼器阻尼器，由于由于屈曲的二次变形而不产生应力集中，从而防止其发生脆性破坏并防止垂直轴承在塑性变形的情况下受到损伤的力。解决方案：在通过安装在结构的可选位置上形成为块状并显示阻尼器功能的剪切块阻尼器中，其由铝合金制成。关于宽度（La），深度（Lb）和高度（H），公式（I）La≥H和式（II）Lb≥H。版权所有（C）2006，JPO＆NCIPI

8. 发明专利

JP2014163151A Unit building 审中-公开
标题翻译：单位建设
公开(公告)号：JP2014163151A
公开(公告)日：2014-09-08
申请号：JP2013036200
申请日：2013-02-26
申请人： Sus Corp , Sus株式会社 , Iijima Kenchiku Jimusho:Kk , 株式会社飯島建築事務所 , Toshihiko Suzuki , 敏彦鈴木
发明人： OTSUKA YOSHIFUMI , NAKAYAMA KATSUNORI , IIJIMA TOSHIHIKO , SUZUKI TOSHIHIKO
IPC分类号： E04B1/348
摘要： PROBLEM TO BE SOLVED: To provide a unit building capable of improving workability of various kinds of subsequent work by enhancing stability immediately after standing.SOLUTION: A unit building includes a ceiling, a floor that is arranged in the state of facing the ceiling, and side walls that are foldably arranged on three sides among four sides between the ceiling and the floor. Stability in the state of erecting the unit building by the side walls on the three sides between the ceiling and the floor can be enhanced, and workability of various kinds of subsequent work can be improved.
摘要翻译：要解决的问题：提供能够通过在立场后立即提高稳定性来提高各种后续工作的可操作性的单元建筑。解决方案：单元建筑包括天花板，布置在面向天花板的状态的地板，以及在天花板和地板之间的四个侧面中可折叠地设置在三边的侧壁。通过天花板和地板之间的侧面的侧壁架设单元建筑的状态的稳定性可以提高，并且可以提高各种后续工作的可操作性。

9. 发明专利

JP2014037750A Earthquake strengthening method 有权
标题翻译：地震加强方法
公开(公告)号：JP2014037750A
公开(公告)日：2014-02-27
申请号：JP2012181840
申请日：2012-08-20
申请人： Meiko Construction Co Ltd , 名工建設株式会社 , Iijima Kenchiku Jimusho:Kk , 株式会社飯島建築事務所
发明人： NODA TOYONORI , IIJIMA TOSHIHIKO
IPC分类号： E04G23/02
CPC分类号： E04G23/0218 , E04H9/025 , E04H9/027
摘要： PROBLEM TO BE SOLVED: To provide an earthquake strengthening method capable of reducing the effect on habitability, functionality, and natural lighting of a building after being strengthened sufficiently.SOLUTION: An earthquake strengthening method comprises the steps of: additionally placing a column strengthening extension part 62 outside an existing column 30; additionally placing a beam strengthening extension part 64 outside an existing beam 32; and anchoring a pair of L-shaped strengthening pieces 12 and a pair of I-shaped strengthening pieces 14 to the column strengthening extension part 62 and the beam strengthening extension part 64 and injecting an epoxy resin between the column strengthening extension part 62 and the beam strengthening extension part 64 and between the pair of L-shaped strengthening pieces 12 and the pair of I-shaped strengthening pieces 14.
摘要翻译：要解决的问题：提供一种能够在充分加强之后降低对建筑物的适应性，功能性和自然采光的影响的地震加固方法。解决方案：地震强化方法包括以下步骤：另外将柱加强延伸部分在现有列30之外; 另外将梁加固延伸部分64放置在现有梁32的外部; 并将一对L形加强件12和一对I形加强件14固定到柱加强延伸部分62和梁加强延伸部分64，并且在柱加强延伸部分62和梁之间注入环氧树脂加强延伸部分64和一对L形加强件12和一对I形加强件14之间。

10. 发明专利

JP2013076227A Seismic strengthening method and reinforcing piece 有权
标题翻译：地震加固方法及加固方法
公开(公告)号：JP2013076227A
公开(公告)日：2013-04-25
申请号：JP2011215355
申请日：2011-09-29
申请人： Meiko Construction Co Ltd , 名工建設株式会社 , Iijima Kenchiku Jimusho:Kk , 株式会社飯島建築事務所
发明人： MASUNAGA SAKIO , IIJIMA TOSHIHIKO
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a seismic strengthening method which, when a column-beam frame located between a room and an exterior floor is seismically strengthened with a reinforcing unit in an existing building with an exterior floor circumscribing a building body and projecting, allows entering and exiting between the room and the exterior floor without inconvenience and can suppress construction cost for seismic strengthening, and a reinforcing piece used for the method.SOLUTION: A reinforcing unit 20 is formed with reinforcing pieces 21 made by integrally molding a steel material 22 and a concrete part 23 covering the periphery of the steel material 22. The reinforcing piece 21 has a straight vertical side reinforcing part 21Va disposed in a direction along a height direction of an existing column 11, and the vertical side reinforcing part 21Va of the reinforcing piece 21 is supported by and fixed to a lower slab 3L of an outer wall side column-beam frame 10A.
摘要翻译：要解决的问题：提供一种抗震加固方法，当位于房间和外部地板之间的柱梁框架用现有建筑物中的加强单元进行地震加固时，外部地板限定建筑物体，突出地允许室内和外部地板之间的进出，而不会造成不利影响，并且可以抑制抗震加固的施工成本，以及用于该方法的加强件。解决方案：加强单元20形成有通过一体地模制钢材22制成的加强件21和覆盖钢材22的周边的混凝土部分23.加强件21具有直立的垂直侧加强部21Va 沿着现有列11的高度方向的方向，并且加强件21的垂直侧加强部21Va由外壁侧柱梁架10A的下板3L支撑并固定。版权所有（C）2013，JPO＆INPIT

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