CN107299679A - 一种多高层装配式模块化自复位钢结构异形柱框架体系 - Google Patents
一种多高层装配式模块化自复位钢结构异形柱框架体系 Download PDFInfo
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- CN107299679A CN107299679A CN201710226512.3A CN201710226512A CN107299679A CN 107299679 A CN107299679 A CN 107299679A CN 201710226512 A CN201710226512 A CN 201710226512A CN 107299679 A CN107299679 A CN 107299679A
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B1/1903—Connecting nodes specially adapted therefor
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/32—Columns; Pillars; Struts of metal
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- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
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CN107299679B CN107299679B (zh) | 2018-08-28 |
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Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108824918A (zh) * | 2018-07-22 | 2018-11-16 | 北京工业大学 | 震后自复位可装配多段梁预应力偏心支撑钢框架 |
CN109024881A (zh) * | 2018-07-22 | 2018-12-18 | 北京工业大学 | 震后自复位可装配多段梁偏心支撑钢框架 |
CN109057012A (zh) * | 2018-07-22 | 2018-12-21 | 北京工业大学 | 震后自复位可装配多段梁中心预应力支撑钢框架 |
CN109057013A (zh) * | 2018-07-22 | 2018-12-21 | 北京工业大学 | 震后自复位可装配多段梁中心支撑钢框架 |
CN109057014A (zh) * | 2018-07-22 | 2018-12-21 | 北京工业大学 | 震后自复位可装配多段梁钢框架 |
CN109208774A (zh) * | 2018-07-22 | 2019-01-15 | 北京工业大学 | 震后自复位可装配多段梁剪力墙钢框架 |
CN109629685A (zh) * | 2019-01-25 | 2019-04-16 | 北京工业大学 | 一种可恢复功能的装配式自复位中柱连接装置 |
Citations (5)
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CN102817413A (zh) * | 2012-07-05 | 2012-12-12 | 北京工业大学 | 一种震后可恢复功能的钢框架预制预应力梁柱节点 |
CN103410218A (zh) * | 2013-07-26 | 2013-11-27 | 北京工业大学 | 一种装配式多高层预应力钢异形柱框架-斜支撑体系 |
CN103967124A (zh) * | 2014-04-12 | 2014-08-06 | 北京工业大学 | 装配式多、高层钢结构自复位十字中心预应力支撑体系 |
CN105040817A (zh) * | 2015-07-30 | 2015-11-11 | 北京建筑大学 | 可恢复功能的预应力装配式中间柱钢框架 |
CN106522382A (zh) * | 2016-11-10 | 2017-03-22 | 西安建筑科技大学 | 一种装配式钢管混凝土柱‑h型钢梁自复位耗能连接节点 |
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2017
- 2017-04-09 CN CN201710226512.3A patent/CN107299679B/zh active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102817413A (zh) * | 2012-07-05 | 2012-12-12 | 北京工业大学 | 一种震后可恢复功能的钢框架预制预应力梁柱节点 |
CN103410218A (zh) * | 2013-07-26 | 2013-11-27 | 北京工业大学 | 一种装配式多高层预应力钢异形柱框架-斜支撑体系 |
CN103967124A (zh) * | 2014-04-12 | 2014-08-06 | 北京工业大学 | 装配式多、高层钢结构自复位十字中心预应力支撑体系 |
CN105040817A (zh) * | 2015-07-30 | 2015-11-11 | 北京建筑大学 | 可恢复功能的预应力装配式中间柱钢框架 |
CN106522382A (zh) * | 2016-11-10 | 2017-03-22 | 西安建筑科技大学 | 一种装配式钢管混凝土柱‑h型钢梁自复位耗能连接节点 |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108824918A (zh) * | 2018-07-22 | 2018-11-16 | 北京工业大学 | 震后自复位可装配多段梁预应力偏心支撑钢框架 |
CN109024881A (zh) * | 2018-07-22 | 2018-12-18 | 北京工业大学 | 震后自复位可装配多段梁偏心支撑钢框架 |
CN109057012A (zh) * | 2018-07-22 | 2018-12-21 | 北京工业大学 | 震后自复位可装配多段梁中心预应力支撑钢框架 |
CN109057013A (zh) * | 2018-07-22 | 2018-12-21 | 北京工业大学 | 震后自复位可装配多段梁中心支撑钢框架 |
CN109057014A (zh) * | 2018-07-22 | 2018-12-21 | 北京工业大学 | 震后自复位可装配多段梁钢框架 |
CN109208774A (zh) * | 2018-07-22 | 2019-01-15 | 北京工业大学 | 震后自复位可装配多段梁剪力墙钢框架 |
CN109629685A (zh) * | 2019-01-25 | 2019-04-16 | 北京工业大学 | 一种可恢复功能的装配式自复位中柱连接装置 |
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Effective date of registration: 20190116 Address after: 325000 Area A, 6th Floor, 718 Wenzhou Avenue, Puzhou Street, Longwan District, Wenzhou City, Zhejiang Province Patentee after: ZHEJIANG DINGLI ENGINEERING PROJECT MANAGEMENT CO.,LTD. Address before: 518055 No. 2001, Vanke Yunchuang 20 Floor, Block B, Bottom Science Park, Chaguang Road and Chuangke Road, Xili Street, Nanshan District, Shenzhen City, Guangdong Province Patentee before: WEIZHENG INTELLECTUAL PROPERTY SERVICES Ltd. Effective date of registration: 20190116 Address after: 518055 No. 2001, Vanke Yunchuang 20 Floor, Block B, Bottom Science Park, Chaguang Road and Chuangke Road, Xili Street, Nanshan District, Shenzhen City, Guangdong Province Patentee after: WEIZHENG INTELLECTUAL PROPERTY SERVICES Ltd. Address before: No. 100, Chaoyang District flat Park, Beijing, Beijing Patentee before: Beijing University of Technology |
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