CN109057090A - 一种具有自复位和耗能功能的钢筋混凝土摇摆剪力墙 - Google Patents
一种具有自复位和耗能功能的钢筋混凝土摇摆剪力墙 Download PDFInfo
- Publication number
- CN109057090A CN109057090A CN201810944384.0A CN201810944384A CN109057090A CN 109057090 A CN109057090 A CN 109057090A CN 201810944384 A CN201810944384 A CN 201810944384A CN 109057090 A CN109057090 A CN 109057090A
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- China
- Prior art keywords
- shear wall
- reinforced concrete
- hydraulic cylinder
- resetting
- self
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 38
- 238000005265 energy consumption Methods 0.000 title claims abstract description 11
- 238000013016 damping Methods 0.000 claims abstract description 26
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 20
- 239000010959 steel Substances 0.000 claims abstract description 20
- 230000021715 photosynthesis, light harvesting Effects 0.000 claims abstract description 16
- 238000005452 bending Methods 0.000 claims abstract description 13
- 239000000463 material Substances 0.000 claims abstract description 11
- 238000010276 construction Methods 0.000 claims abstract 2
- 239000000203 mixture Substances 0.000 claims description 4
- 239000000839 emulsion Substances 0.000 claims description 2
- 239000004744 fabric Substances 0.000 claims 1
- 230000003014 reinforcing effect Effects 0.000 claims 1
- 239000012530 fluid Substances 0.000 abstract description 10
- 238000000034 method Methods 0.000 description 5
- 230000008569 process Effects 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 4
- 239000004567 concrete Substances 0.000 description 3
- 238000006073 displacement reaction Methods 0.000 description 3
- 238000011084 recovery Methods 0.000 description 2
- 230000004044 response Effects 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 125000004122 cyclic group Chemical group 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Classifications
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
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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
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
Description
Claims (5)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201810944384.0A CN109057090B (zh) | 2018-08-19 | 2018-08-19 | 一种具有自复位和耗能功能的钢筋混凝土摇摆剪力墙 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810944384.0A CN109057090B (zh) | 2018-08-19 | 2018-08-19 | 一种具有自复位和耗能功能的钢筋混凝土摇摆剪力墙 |
Publications (2)
Publication Number | Publication Date |
---|---|
CN109057090A true CN109057090A (zh) | 2018-12-21 |
CN109057090B CN109057090B (zh) | 2023-11-03 |
Family
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Family Applications (1)
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CN201810944384.0A Active CN109057090B (zh) | 2018-08-19 | 2018-08-19 | 一种具有自复位和耗能功能的钢筋混凝土摇摆剪力墙 |
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CN (1) | CN109057090B (zh) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113756461A (zh) * | 2021-08-20 | 2021-12-07 | 北京工业大学 | 具有位移放大功能的底角阻尼器及摇摆耗能的装配式剪力墙 |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6108987A (en) * | 1996-01-09 | 2000-08-29 | Freyssinet International (Stup) | Damping device for elements of a civil engineering construction |
CN104674944A (zh) * | 2015-02-09 | 2015-06-03 | 海南大学 | 新型可恢复功能框架-支撑结构体系 |
CN104847033A (zh) * | 2015-05-12 | 2015-08-19 | 东南大学 | 一种底部可更换的粘滞耗能自复位剪力墙结构 |
CN104895191A (zh) * | 2015-05-21 | 2015-09-09 | 山东工艺美术学院 | 一种钢结构抗震耗能抗侧力体系及设计方法 |
CN106049709A (zh) * | 2016-07-29 | 2016-10-26 | 重庆渝发建设有限公司 | 一种组合联肢剪力墙的连接体系及施工方法 |
CN106545107A (zh) * | 2016-12-08 | 2017-03-29 | 华侨大学 | 具有自复位功能的钢筋混凝土混合剪力墙 |
-
2018
- 2018-08-19 CN CN201810944384.0A patent/CN109057090B/zh active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6108987A (en) * | 1996-01-09 | 2000-08-29 | Freyssinet International (Stup) | Damping device for elements of a civil engineering construction |
CN104674944A (zh) * | 2015-02-09 | 2015-06-03 | 海南大学 | 新型可恢复功能框架-支撑结构体系 |
CN104847033A (zh) * | 2015-05-12 | 2015-08-19 | 东南大学 | 一种底部可更换的粘滞耗能自复位剪力墙结构 |
CN104895191A (zh) * | 2015-05-21 | 2015-09-09 | 山东工艺美术学院 | 一种钢结构抗震耗能抗侧力体系及设计方法 |
CN106049709A (zh) * | 2016-07-29 | 2016-10-26 | 重庆渝发建设有限公司 | 一种组合联肢剪力墙的连接体系及施工方法 |
CN106545107A (zh) * | 2016-12-08 | 2017-03-29 | 华侨大学 | 具有自复位功能的钢筋混凝土混合剪力墙 |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113756461A (zh) * | 2021-08-20 | 2021-12-07 | 北京工业大学 | 具有位移放大功能的底角阻尼器及摇摆耗能的装配式剪力墙 |
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Publication number | Publication date |
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CN109057090B (zh) | 2023-11-03 |
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RU123421U1 (ru) | Гидротехническое сооружение |
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Address after: 450001 new campus of Zhengzhou University, No.100, science Avenue, high tech Zone, Zhengzhou City, Henan Province Applicant after: Zhengzhou University Applicant after: Henan urban and rural planning and Design Research Institute Co.,Ltd. Address before: No. 298, Wenhua North Road, Huiji District, Zhengzhou City, Henan Province Applicant before: Henan urban and rural planning and Design Research Institute Co.,Ltd. Applicant before: Zhengzhou University |
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