JP2020521071A - 組立式自己修復エネルギー消費型2枚鋼板スリット付耐力壁構造 - Google Patents
組立式自己修復エネルギー消費型2枚鋼板スリット付耐力壁構造 Download PDFInfo
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- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
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Abstract
Description
2 H形鋼梁
3 スリット付壁板
4 接合板I
5 アングル
6 外側環状板
7 内側環状板
8 短側板
9 長側板
10 接合板II
11 接合板III
12 接合板IV
13 セルフロック式掛金具
14 接続アーム
15 掛金具
16 掛金具収容溝
17 凹溝
18 PC鋼より線
Claims (9)
- 鋼柱(1)、H形鋼梁(2)及び耐力壁モジュールを含み、前記鋼柱(1)は前記耐力壁モジュールの左右両側に設け、前記H形鋼梁(2)は前記耐力壁モジュールの上下両端に設け、
前記耐力壁モジュールは左右2組のスリット付壁板(3)を含み、2組の前記スリット付壁板(3)は接合板II(4)によって重ね接合し、前記耐力壁モジュールと前記H形鋼梁(2)のフランジはアングル(5)によって接合し、
前記鋼柱(1)の上下両端にはいずれも接合環状板モジュールが固定されており、前記接合環状板モジュールは外側環状板(6)、内側環状板(7)及び短側板(8)を含み、前記短側板(8)は前記外側環状板(6)と前記内側環状板(7)の間に設け、前記外側環状板(6)、前記内側環状板(7)及び前記鋼柱(1)と固接し、
前記外側環状板(6)は接合板II(10)によって前記H形鋼梁(2)の片側のフランジと重ね接合し、前記内側環状板(7)は接合板III(11)によって前記H形鋼梁(2)のもう一方側のフランジと重ね接合し、前記短側板(8)は接合板IV(12)によって前記H形鋼梁(2)のウェブと重ね接合し、
上下2つの前記接合環状板モジュールの間の鋼管柱にはさらに長側板(9)を固定して設けており、前記長側板(9)と前記スリット付壁板(3)は幾つかのセルフロック式掛金具(13)によって連結し、前記セルフロック式留め具(13)は前記長側板(9)に設けられた掛金具受け部及び耐力壁の壁板に設けられた掛金部材を含み、前記掛金部材は接続アーム(14)及び掛金具(15)を含み、前記掛金具(15)の幅は前記接続アーム(14)の幅よりも大きく、前記掛金具受け部には前記掛金具(15)と対応し合う掛金具収容溝(16)及び前記接続アーム(14)と対応し合う凹溝(17)が設けてあり、
前記長側板(9)の両側にはいずれもPC鋼より線(18)が何本か設けられており、前記PC鋼より線(18)の両端はそれぞれ前記内側環状板(7)、前記H形鋼梁(2)の片側のフランジ及び前記接合板III(11)を突き抜けた後に前記接合板III(11)にアンカー固定されることを特徴とする、組立式自己修復エネルギー消費型2枚鋼板スリット付耐力壁構造。 - 前記耐力壁モジュールの壁板の各組は、少なくとも2枚の壁板を含むことを特徴とする、請求項1に記載の組立式自己修復エネルギー消費型2枚鋼板スリット付耐力壁構造。
- 各前記スリット付壁板(3)はいずれにも「S」型の流線形スリットが幾つか設けてあることを特徴とする、請求項1に記載の組立式自己修復エネルギー消費型2枚鋼板スリット付耐力壁構造。
- 前記流線形スリットの両端に円弧遷移部を設けて応力の集中を低減させることを特徴とする、請求項3に記載の組立式自己修復エネルギー消費型2枚鋼板スリット付耐力壁構造。
- 前記接合板II(4)は2枚を含み、前記耐力壁モジュールの前後両側に対称に設けることを特徴とする、請求項1に記載の組立式自己修復エネルギー消費型2枚鋼板スリット付耐力壁構造。
- 前記H形鋼梁(2)は2つの前記アングル(5)によって前記耐力壁モジュールと接合し、前記アングル(5)は前記耐力壁モジュールの前後両側に対称に設けることを特徴とする、請求項1に記載の組立式自己修復エネルギー消費型2枚鋼板スリット付耐力壁構造。
- 前記スリット付壁板(3)と前記接合板II(4)、前記外側環状板(6)と前記接合板II(10)、前記内側環状板(7)と前記接合板III(11)、前記短側板(8)と前記接合板IV(12)、前記耐力壁モジュールと前記アングル(5)、前記H形鋼梁(2)のフランジと前記アングル(5)は、いずれも高力ボルトによって接合することを特徴とする、請求項1に記載の組立式自己修復エネルギー消費型2枚鋼板スリット付耐力壁構造。
- 前記高力ボルトは耐圧性の高力ボルトであり、強度レベルは10.9等級であり、規格はM16〜M30であることを特徴とする、請求項7に記載の組立式自己修復エネルギー消費型2枚鋼板スリット付耐力壁構造。
- 請求項1〜8に記載の組立式自己修復エネルギー消費型2枚鋼板スリット付耐力壁構造の取り付け方法であって、そのステップには、
工場で予め生産した鋼柱(1)及び鋼梁の接合を行い、同時にPC鋼より線(18)の緊張を行い且つアンカー固定して、柱梁フレームを形成する第1ステップと、
耐力壁モジュールの一番下にある2枚のスリット付壁板(3)の掛金部材を掛金具受け部に挿入し、その後前記スリット付壁板(3)を平面に向かって内回転させてセルフロックで固定し、残りの前記スリット付壁板(3)を下から上まで順に取り付けて、セルフロックで固定する第2ステップと、
前記耐力壁モジュールの前後に接合板II(4)を取り付け、前記接合板II(4)と左右両側の前記スリット付壁板(3)を重ね接合し、高力ボルトで固定する第3ステップと、
前記耐力壁モジュールとH形鋼梁(2)の接続部分の上下両側、前後の計4か所にアングル(5)を取り付け、高力ボルトで接合して、前記耐力壁モジュールと梁の接合を完成させる第4ステップと、を含むことを特徴とする取り付け方法。
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PCT/CN2018/094607 WO2019200727A1 (zh) | 2018-04-20 | 2018-07-05 | 装配式自恢复耗能型双钢板开缝剪力墙结构 |
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Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2000170286A (ja) * | 1998-12-03 | 2000-06-20 | Ohbayashi Corp | 耐震壁の組立構造及びpc鋼棒の定着方法 |
JP2005076261A (ja) * | 2003-08-29 | 2005-03-24 | Ohbayashi Corp | 耐震壁構造 |
CN204983239U (zh) * | 2015-06-16 | 2016-01-20 | 广州大学 | 一种装配式组合钢板剪力墙 |
CN106088334A (zh) * | 2016-08-09 | 2016-11-09 | 牟犇 | 一种装配式巨型钢管柱异型组合节点及安装方法 |
Family Cites Families (29)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5279088A (en) * | 1992-01-17 | 1994-01-18 | Heydon Building Systems International, Limited | Wall structure and method of forming the same |
JP4414834B2 (ja) | 2004-07-30 | 2010-02-10 | 株式会社竹中工務店 | 耐震壁の構築方法 |
JP4758146B2 (ja) * | 2005-06-07 | 2011-08-24 | 株式会社竹中工務店 | 連層耐震壁 |
CN101126253A (zh) * | 2007-09-28 | 2008-02-20 | 清华大学 | 分区块式无粘结防屈曲钢板剪力墙 |
JP5530151B2 (ja) * | 2008-11-10 | 2014-06-25 | 株式会社竹中工務店 | 耐震壁、建築物、及び耐震壁の施工方法 |
CN102418385B (zh) * | 2010-09-28 | 2014-08-13 | 杨峰 | 一种新型钢筋砼预制整浇房屋结构体系及施工方法 |
JP6163731B2 (ja) * | 2011-11-02 | 2017-07-19 | 新日鐵住金株式会社 | 耐震壁および耐震構造 |
SG11201402089UA (en) * | 2011-12-14 | 2014-06-27 | Marion Invest Ltd | Apparatus, systems and methods for modular construction |
KR101406535B1 (ko) | 2012-06-13 | 2014-06-16 | 재단법인 포항산업과학연구원 | 블록조립체를 이용한 강판 전단벽 구조 |
US9016007B2 (en) * | 2012-09-06 | 2015-04-28 | Bluescope Buildings North America, Inc. | Buckling-restrained brace assembly |
KR200475470Y1 (ko) * | 2013-11-13 | 2014-12-03 | (주)엠디에스솔루션 | 이중함체 변압기 |
CN103628587B (zh) * | 2013-12-09 | 2015-08-19 | 大连理工大学 | 自复位梁-格栅式摩擦墙结构体系 |
CN103669650B (zh) * | 2013-12-19 | 2016-04-13 | 北京工业大学 | 一种震后易修复钢异形柱框架-钢板剪力墙 |
TWI571550B (zh) * | 2014-01-17 | 2017-02-21 | Chung Che Chou | Weighing device |
JP6614815B2 (ja) * | 2014-06-16 | 2019-12-04 | ユニバーシティー プトラ マレーシア | 可変剛性補強器具 |
CN104563331B (zh) * | 2014-12-26 | 2016-10-05 | 广州大学 | 一种可承重的自复位加劲波纹钢板阻尼墙 |
CN104912226A (zh) * | 2015-06-08 | 2015-09-16 | 同济大学 | 基于开缝钢板剪力墙耗能的装配式钢结构自复位模块 |
JP2017025675A (ja) * | 2015-07-28 | 2017-02-02 | 大和ハウス工業株式会社 | 耐力壁 |
US9689173B2 (en) * | 2015-09-01 | 2017-06-27 | Hory Corporation | Structure attached with vibration control device |
ITUB20153496A1 (it) * | 2015-09-09 | 2017-03-09 | Univ Degli Studi G Dannunzio Chieti Pescara | Sistema costruttivo ad ossatura portante in calcestruzzo armato o in acciaio integrato con pannelli di tamponatura in legno. |
US10689876B2 (en) * | 2015-12-09 | 2020-06-23 | Durafuse Frames, Llc | Beam-to-column connection systems and moment-resisting frames including the same |
CN105888080B (zh) * | 2016-04-11 | 2018-01-19 | 青岛理工大学 | 装配式钢管套管钢筋混凝土组合节点及安装方法 |
CN106049671B (zh) * | 2016-05-25 | 2018-04-17 | 北京交通大学 | 一种震后可更换装配式钢框架和钢板剪力墙结构 |
JP6735198B2 (ja) * | 2016-09-26 | 2020-08-05 | 株式会社免制震ディバイス | 制震壁及びその製造方法 |
CN206346333U (zh) * | 2016-12-08 | 2017-07-21 | 华侨大学 | 一种具有自复位功能的钢筋混凝土混合剪力墙 |
US20180238042A1 (en) * | 2017-02-17 | 2018-08-23 | Collins Builders, Inc. | Adjustable moment frame |
CN206607710U (zh) * | 2017-03-10 | 2017-11-03 | 西安建筑科技大学 | 一种装配式自复位方钢管混凝土框架内置钢板墙结构 |
CN207176982U (zh) * | 2017-08-23 | 2018-04-03 | 河北鸿筑源科技有限公司 | 一种新型防屈曲钢板阻尼墙 |
CA3078366A1 (en) * | 2017-10-03 | 2019-04-11 | Patco, Llc | Seismic yielding connection |
-
2018
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Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2000170286A (ja) * | 1998-12-03 | 2000-06-20 | Ohbayashi Corp | 耐震壁の組立構造及びpc鋼棒の定着方法 |
JP2005076261A (ja) * | 2003-08-29 | 2005-03-24 | Ohbayashi Corp | 耐震壁構造 |
CN204983239U (zh) * | 2015-06-16 | 2016-01-20 | 广州大学 | 一种装配式组合钢板剪力墙 |
CN106088334A (zh) * | 2016-08-09 | 2016-11-09 | 牟犇 | 一种装配式巨型钢管柱异型组合节点及安装方法 |
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CN108468397A (zh) | 2018-08-31 |
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HUE055930T2 (hu) | 2022-01-28 |
US10895087B1 (en) | 2021-01-19 |
EP3708731B1 (en) | 2021-07-28 |
CN108468397B (zh) | 2019-09-03 |
WO2019200727A1 (zh) | 2019-10-24 |
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