JP7005075B1 - 円環揺動メカニズムに基づく揺動壁 - Google Patents
円環揺動メカニズムに基づく揺動壁 Download PDFInfo
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- JP7005075B1 JP7005075B1 JP2021150701A JP2021150701A JP7005075B1 JP 7005075 B1 JP7005075 B1 JP 7005075B1 JP 2021150701 A JP2021150701 A JP 2021150701A JP 2021150701 A JP2021150701 A JP 2021150701A JP 7005075 B1 JP7005075 B1 JP 7005075B1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/023—Bearing, supporting or connecting constructions specially adapted for such buildings and comprising rolling elements, e.g. balls, pins
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- Environmental & Geological Engineering (AREA)
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- Civil Engineering (AREA)
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- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
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Abstract
Description
Claims (5)
- 揺動構造体(700)を含む、円環揺動メカニズムに基づく揺動壁であって、
上に前記揺動構造体(700)が設けられ、ベース(500)上に設けられる台座(400)と、
ベース(500)及び前記台座(400)に接続される複数のエネルギー消費ロッド(600)と、
前記台座(400)の底部に設けられる上円環(401)であって、同心に設けられる複数の円環側壁を含み、複数の同心円環溝を構成する上円環(401)と、
ベース(500)に設けられる下円環(501)であって、同心に設けられる複数の円環側壁を含み、複数の同心円環溝を構成する下円環(501)とを含み、
前記上円環(401)の同心円環溝が前記下円環(501)の同心円環溝に互いに嵌設して接続され、前記上円環(401)又は前記下円環(501)における隣接する2つの前記円環側壁の間隔距離は、前記円環側壁の厚さより大きく、
前記台座(400)が四角錐台形状であり、複数の前記エネルギー消費ロッド(600)が前記台座(400)の側面に取り付けられる、ことを特徴とする円環揺動メカニズムに基づく揺動壁。 - 前記台座(400)は、逆さまに配置されるボスとして設けられる、ことを特徴とする請求項1に記載の円環揺動メカニズムに基づく揺動壁。
- 三次元フレーム(800)を含み、前記揺動構造体(700)は、前記三次元フレーム(800)に設けられ、前記揺動構造体(700)の側壁が前記三次元フレーム(800)に接続される、ことを特徴とする請求項1に記載の円環揺動メカニズムに基づく揺動壁。
- 前記揺動構造体(700)は、複数のダンパを介して前記三次元フレーム(800)に接続される、ことを特徴とする請求項3に記載の円環揺動メカニズムに基づく揺動壁。
- 揺動壁は、上に前記下円環(501)が設けられるベース(500)を含む、ことを特徴とする請求項1~4のいずれかに記載の円環揺動メカニズムに基づく揺動壁。
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
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CN202110471974.8 | 2021-04-29 | ||
CN202110471974.8A CN113136978A (zh) | 2021-04-29 | 2021-04-29 | 一种基于圆环摇摆机制的摇摆墙 |
Publications (2)
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JP7005075B1 true JP7005075B1 (ja) | 2022-01-21 |
JP2022171525A JP2022171525A (ja) | 2022-11-11 |
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JP2021150701A Active JP7005075B1 (ja) | 2021-04-29 | 2021-09-16 | 円環揺動メカニズムに基づく揺動壁 |
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JP (1) | JP7005075B1 (ja) |
CN (1) | CN113136978A (ja) |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6383304U (ja) * | 1986-11-18 | 1988-06-01 | ||
JP2000240072A (ja) * | 1999-02-24 | 2000-09-05 | Takenaka Komuten Co Ltd | 免震装置の設置方法及び設置構造 |
JP2001032881A (ja) * | 1999-07-19 | 2001-02-06 | Ohbayashi Corp | 上下免震装置 |
JP2012041810A (ja) * | 2010-07-23 | 2012-03-01 | Ihi Infrastructure Systems Co Ltd | 支承装置 |
JP2019120067A (ja) * | 2018-01-09 | 2019-07-22 | 三菱日立パワーシステムズ株式会社 | ボイラ構造 |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2001073391A (ja) * | 1999-09-02 | 2001-03-21 | Shimizu Corp | 杭頭構造 |
JP5785647B2 (ja) * | 2014-09-17 | 2015-09-30 | 株式会社フジタ | 免震装置用ベースプレートアセンブリの設置構造 |
CN208363262U (zh) * | 2018-05-31 | 2019-01-11 | 中国建筑股份有限公司 | 装配式无损伤耗能框架剪力墙结构体系 |
CN110258813B (zh) * | 2019-06-30 | 2021-04-20 | 华中科技大学 | 一种具有双向滑移支撑的高承载力抗拉隔震装置 |
CN215054174U (zh) * | 2021-04-29 | 2021-12-07 | 广州大学 | 一种基于圆环摇摆机制的摇摆墙 |
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2021
- 2021-04-29 CN CN202110471974.8A patent/CN113136978A/zh active Pending
- 2021-09-16 JP JP2021150701A patent/JP7005075B1/ja active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6383304U (ja) * | 1986-11-18 | 1988-06-01 | ||
JP2000240072A (ja) * | 1999-02-24 | 2000-09-05 | Takenaka Komuten Co Ltd | 免震装置の設置方法及び設置構造 |
JP2001032881A (ja) * | 1999-07-19 | 2001-02-06 | Ohbayashi Corp | 上下免震装置 |
JP2012041810A (ja) * | 2010-07-23 | 2012-03-01 | Ihi Infrastructure Systems Co Ltd | 支承装置 |
JP2019120067A (ja) * | 2018-01-09 | 2019-07-22 | 三菱日立パワーシステムズ株式会社 | ボイラ構造 |
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JP2022171525A (ja) | 2022-11-11 |
CN113136978A (zh) | 2021-07-20 |
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