CN103882967A - Industrialized assembly type multi-storey and high-storey steel-structure framework veneer self-resetting buckling-prevention herringbone bracing system - Google Patents
Industrialized assembly type multi-storey and high-storey steel-structure framework veneer self-resetting buckling-prevention herringbone bracing system Download PDFInfo
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- CN103882967A CN103882967A CN201410146523.7A CN201410146523A CN103882967A CN 103882967 A CN103882967 A CN 103882967A CN 201410146523 A CN201410146523 A CN 201410146523A CN 103882967 A CN103882967 A CN 103882967A
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CN201410146523.7A CN103882967B (en) | 2014-04-11 | 2014-04-11 | Industrialization assembled is many, high-rise steel structure framework veneer self reset curvature-prevention herringbone support system |
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CN201410146523.7A CN103882967B (en) | 2014-04-11 | 2014-04-11 | Industrialization assembled is many, high-rise steel structure framework veneer self reset curvature-prevention herringbone support system |
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CN103882967A true CN103882967A (en) | 2014-06-25 |
CN103882967B CN103882967B (en) | 2016-05-18 |
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Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
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JP2988287B2 (en) * | 1994-12-01 | 1999-12-13 | 鹿島建設株式会社 | Mounting method of damping device to steel frame |
CN102979162A (en) * | 2012-11-26 | 2013-03-20 | 北京工业大学 | Multi-story high-rise assembled steel structure frame - prestressed centrally-braced system |
CN103410218A (en) * | 2013-07-26 | 2013-11-27 | 北京工业大学 | Fabricated multistory and high-rise prestressed steel frame-sway brace system provided with special-shaped columns |
CN103669650A (en) * | 2013-12-19 | 2014-03-26 | 北京工业大学 | Novel special-shaped steel column frame-steel plate shear wall easy to restore after earthquake |
CN103696498A (en) * | 2013-12-19 | 2014-04-02 | 北京工业大学 | Novel post-earthquake easy-to-repair steel irregular column- center support |
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Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2988287B2 (en) * | 1994-12-01 | 1999-12-13 | 鹿島建設株式会社 | Mounting method of damping device to steel frame |
CN102979162A (en) * | 2012-11-26 | 2013-03-20 | 北京工业大学 | Multi-story high-rise assembled steel structure frame - prestressed centrally-braced system |
CN103410218A (en) * | 2013-07-26 | 2013-11-27 | 北京工业大学 | Fabricated multistory and high-rise prestressed steel frame-sway brace system provided with special-shaped columns |
CN103669650A (en) * | 2013-12-19 | 2014-03-26 | 北京工业大学 | Novel special-shaped steel column frame-steel plate shear wall easy to restore after earthquake |
CN103696498A (en) * | 2013-12-19 | 2014-04-02 | 北京工业大学 | Novel post-earthquake easy-to-repair steel irregular column- center support |
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CN103882967B (en) | 2016-05-18 |
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Effective date of registration: 20200806 Address after: 313000 Room 302, floor 3, 103, building 1, Jingbian Industrial Park, balidian Town, Wuxing District, Huzhou City, Zhejiang Province Patentee after: Zhejiang Hangxing Construction Co.,Ltd. Address before: No.2 apartment, Hengda Yujing Peninsula, No.19, Yucheng Road, Chang'an District, Shijiazhuang City, Hebei Province Patentee before: Hebei Yacai Technology Co.,Ltd. Effective date of registration: 20200806 Address after: No.2 apartment, Hengda Yujing Peninsula, No.19, Yucheng Road, Chang'an District, Shijiazhuang City, Hebei Province Patentee after: Hebei Yacai Technology Co.,Ltd. Address before: 100124 Chaoyang District, Beijing Ping Park, No. 100 Patentee before: Beijing University of Technology |
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Address after: 313000 Room 302, building 1, warp knitting industrial park, balidian Town, Wuxing District, Huzhou City, Zhejiang Province Patentee after: Zhejiang Hangxing Construction Group Co.,Ltd. Address before: 313000 Room 302, 3rd floor, building 103, warp knitting industrial park, balidian Town, Wuxing District, Huzhou City, Zhejiang Province Patentee before: Zhejiang Hangxing Construction Co.,Ltd. |