JP2013253473A5 - - Google Patents

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JP2013253473A5
JP2013253473A5 JP2013162816A JP2013162816A JP2013253473A5 JP 2013253473 A5 JP2013253473 A5 JP 2013253473A5 JP 2013162816 A JP2013162816 A JP 2013162816A JP 2013162816 A JP2013162816 A JP 2013162816A JP 2013253473 A5 JP2013253473 A5 JP 2013253473A5
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Japan
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pair
building
horizontal
columns
members
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JP2013162816A
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Japanese (ja)
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JP2013253473A (en
JP5994750B2 (en
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互いに並置された一対の建物柱と、この一対の建物柱を橋絡して互いに並置された一対の建物梁と、一対の建物柱及び建物梁により規定された建物壁空間に配されていると共に一対の建物柱を橋絡して互いに並置された一対の横部材と、この一対の横部材間に配されていると共に建物壁空間の鉛直面内での水平方向の一対の建物柱の震動を減衰する制震壁とを具備しており、一対の横部材の夫々の水平方向の一方の端部は、一対の建物柱のうちの一方の建物柱に軸部材を介して建物壁空間の鉛直面内で回転自在に連結されており、一対の横部材の夫々の水平方向の他方の端部は、一対の建物柱のうちの他方の建物柱に他の軸部材を介して建物壁空間の鉛直面内で回転自在に連結されており、制震壁は、水平方向に伸びる上縁部で一対の横部材のうちの一方の横部材に固定的に連結されて一方の横部材から垂下すると共に建物壁空間の鉛直面内に配された制動板と、水平方向に伸びる下縁部で一対の横部材のうちの他方の横部材に固定的に連結されていると共に制動板の外面に対して内面で隙間をもって当該制動板を受容した箱体と、この箱体に収容されていると共に該隙間に配された粘性体とを具備しており、当該制震壁は、建物柱の建物壁空間の鉛直面内での水平方向の震動に起因して一対の横部材を介して生じる箱体に対する制動板の建物壁空間の鉛直面内での相対的な震動で粘性体に少なくとも粘性剪断を生じさせて一対の建物柱の建物壁空間の鉛直面内での水平方向の震動を減衰するようになっている制震構造物。 A pair of building columns juxtaposed to each other, a pair of building beams bridged together by bridging the pair of building columns, and a building wall space defined by the pair of building columns and building beams A pair of horizontal members bridged by a pair of building columns, and a vibration of the pair of horizontal building columns arranged between the pair of horizontal members and in the vertical direction of the building wall space. A damping wall that attenuates, and one end in the horizontal direction of each of the pair of transverse members is perpendicular to the building wall space via the shaft member to one of the pair of building columns. The other horizontal end of each of the pair of lateral members is connected to the other building column of the pair of building columns via the other shaft member. The vibration control walls are connected in a vertical plane so that they can rotate freely. One of the pair of horizontal members is fixedly connected to one of the horizontal members and hangs down from the one horizontal member and is disposed in the vertical plane of the building wall space, and the lower edge portion extends in the horizontal direction. A box body fixedly connected to the other lateral member of the brake plate and receiving the brake plate with a gap on the inner surface with respect to the outer surface of the brake plate, and a box housed in the box body and disposed in the gap And the damping wall is a building of a braking plate for a box that is generated via a pair of transverse members due to horizontal vibration in the vertical plane of the building wall space of the building column. The relative vibration in the vertical plane of the wall space causes at least viscous shear in the viscous body to attenuate the horizontal vibration in the vertical plane of the building wall space of a pair of building columns. Seismic structure. 一対の建物梁のうちの一方の建物梁は、一対の横部材のうちの上方に配された横部材に隣接されて並置されていると共に水平方向の各端部で一対の建物柱に固定的に連結されており、一対の建物梁のうちの他方の建物梁は、一対の横部材のうちの下方に配された横部材に隣接されて並置されていると共に水平方向の各端部で一対の建物柱に固定的に連結されている請求項１に記載の制震構造物。One of the pair of building beams is juxtaposed adjacent to the horizontal member arranged above the pair of horizontal members and fixed to the pair of building columns at each horizontal end. The other building beam of the pair of building beams is juxtaposed adjacent to the horizontal member disposed below the pair of horizontal members and is paired at each end in the horizontal direction. The damping structure according to claim 1, which is fixedly connected to the building pillar. 制動板は、その上縁部で一対の横部材のうちの一方の横部材において他方の建物柱から一対の建物柱の間の間隔の半分以上離れた部位に固定的に連結されており、箱体は、その下縁部で一対の横部材のうちの他方の横部材において他方の建物柱から一対の建物柱の間の間隔の半分以上離れた部位に固定的に連結されている請求項１又は２に記載の制震構造物。The brake plate is fixedly connected to a portion of the horizontal member of the pair of horizontal members at the upper edge portion thereof at a distance of more than half of the interval between the pair of building columns from the other building column. The body is fixedly connected at a lower edge thereof to a portion of the other lateral member of the pair of lateral members that is separated from the other building column by half or more of the interval between the pair of building columns. Or the vibration control structure of 2.
JP2013162816A 2013-08-05 2013-08-05 Damping structure Active JP5994750B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2013162816A JP5994750B2 (en) 2013-08-05 2013-08-05 Damping structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2013162816A JP5994750B2 (en) 2013-08-05 2013-08-05 Damping structure

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP2009234664A Division JP5568941B2 (en) 2009-10-08 2009-10-08 Damping structure

Publications (3)

Publication Number Publication Date
JP2013253473A JP2013253473A (en) 2013-12-19
JP2013253473A5 true JP2013253473A5 (en) 2014-04-03
JP5994750B2 JP5994750B2 (en) 2016-09-21

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Family Applications (1)

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JP2013162816A Active JP5994750B2 (en) 2013-08-05 2013-08-05 Damping structure

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JP (1) JP5994750B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6318609B2 (en) * 2013-12-25 2018-05-09 オイレス工業株式会社 Damping structure
JP6303492B2 (en) * 2013-12-25 2018-04-04 オイレス工業株式会社 Damping structure
JP6563879B2 (en) * 2015-08-31 2019-08-21 株式会社日建設計 Vibration control structure
CN117432212A (en) * 2023-11-13 2024-01-23 中建八局第三建设有限公司 A construction and installation method for large-scale viscous damping walls in steel frame structure floors

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001182361A (en) * 1999-12-24 2001-07-06 Toyo Tire & Rubber Co Ltd Building damping device and building damping structure using the same
JP2004197402A (en) * 2002-12-18 2004-07-15 Shimizu Corp Damping structure building
JP5057570B2 (en) * 2007-09-28 2012-10-24 大成建設株式会社 Bonding structure of viscous walls

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