CN202220388U - 模块式钢滞变阻尼器 - Google Patents
模块式钢滞变阻尼器 Download PDFInfo
- Publication number
- CN202220388U CN202220388U CN2011203638497U CN201120363849U CN202220388U CN 202220388 U CN202220388 U CN 202220388U CN 2011203638497 U CN2011203638497 U CN 2011203638497U CN 201120363849 U CN201120363849 U CN 201120363849U CN 202220388 U CN202220388 U CN 202220388U
- Authority
- CN
- China
- Prior art keywords
- damper
- energy dissipating
- clamping plate
- plate
- hysteresis damper
- Prior art date
- 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.)
- Expired - Lifetime
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 48
- 239000010959 steel Substances 0.000 title claims abstract description 48
- 238000003825 pressing Methods 0.000 claims abstract description 36
- 241000276425 Xiphophorus maculatus Species 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 230000021715 photosynthesis, light harvesting Effects 0.000 abstract description 5
- 238000013461 design Methods 0.000 abstract description 3
- 238000005265 energy consumption Methods 0.000 abstract 2
- 230000000149 penetrating effect Effects 0.000 abstract 2
- 230000035939 shock Effects 0.000 abstract 1
- 238000000034 method Methods 0.000 description 12
- 238000010008 shearing Methods 0.000 description 6
- 239000004567 concrete Substances 0.000 description 5
- 238000006073 displacement reaction Methods 0.000 description 5
- 239000000463 material Substances 0.000 description 5
- 239000000203 mixture Substances 0.000 description 5
- 238000004458 analytical method Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000009825 accumulation Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000000295 complement effect Effects 0.000 description 2
- 239000013536 elastomeric material Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000011505 plaster Substances 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 239000004604 Blowing Agent Substances 0.000 description 1
- 229910001209 Low-carbon steel Inorganic materials 0.000 description 1
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 239000008358 core component Substances 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000011156 evaluation Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 description 1
- 239000010931 gold Substances 0.000 description 1
- 229910052737 gold Inorganic materials 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000007935 neutral effect Effects 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000000741 silica gel Substances 0.000 description 1
- 229910002027 silica gel Inorganic materials 0.000 description 1
- 210000002435 tendon Anatomy 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
Description
Claims (6)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011203638497U CN202220388U (zh) | 2011-09-26 | 2011-09-26 | 模块式钢滞变阻尼器 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011203638497U CN202220388U (zh) | 2011-09-26 | 2011-09-26 | 模块式钢滞变阻尼器 |
Publications (1)
Publication Number | Publication Date |
---|---|
CN202220388U true CN202220388U (zh) | 2012-05-16 |
Family
ID=46042416
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2011203638497U Expired - Lifetime CN202220388U (zh) | 2011-09-26 | 2011-09-26 | 模块式钢滞变阻尼器 |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN202220388U (zh) |
-
2011
- 2011-09-26 CN CN2011203638497U patent/CN202220388U/zh not_active Expired - Lifetime
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101974951B (zh) | 墙型软钢弯曲耗能阻尼器 | |
Lourenço et al. | Experimental investigation on the seismic performance of masonry buildings using shaking table testing | |
CN201785889U (zh) | 新型消能减震阻尼器 | |
CN201972268U (zh) | 一种钢管混凝土柱-双层钢板组合剪力墙 | |
CN102433942B (zh) | 模块式钢滞变阻尼器的使用方法 | |
CN105756227B (zh) | 一种多层斜向开槽的自防屈曲钢板剪力墙及其制作方法 | |
CN104032839A (zh) | 摩擦型阻尼器装配式框架节点的连接结构及其施工方法 | |
CN202492926U (zh) | 一种木结构联方型单层柱面网壳 | |
RU2585316C1 (ru) | Способ строительства здания с использованием угловых стеновых панелей и конструкция несущей угловой стеновой панели для осуществления способа | |
JP2011256577A (ja) | 粘弾性ダンパーを備えた制震構造 | |
CN103306195A (zh) | Frp加劲板橡胶隔震支座及其制造方法和应用 | |
CN202298983U (zh) | 混凝土组合剪力墙 | |
CN203924363U (zh) | 摩擦型阻尼器装配式框架节点的连接结构 | |
Lu et al. | Shaking table model tests on a complex high‐rise building with two towers of different height connected by trusses | |
Blomgren et al. | Cross-laminated timber rocking wall with replaceable fuses: validation through full-scale shake table testing | |
CN201865215U (zh) | 墙型软钢弯曲耗能阻尼器 | |
CN107524251A (zh) | 预应力钢板带砌体组合墙 | |
CN104989002B (zh) | 一种一字型钢板与橡胶叠层组合式屈曲约束支撑 | |
CN202248457U (zh) | 一种木结构肋环型单层球面网壳 | |
CN202220388U (zh) | 模块式钢滞变阻尼器 | |
Xue et al. | Seismic response of steel reinforced concrete spatial frame with irregular section columns under earthquake excitation | |
CN209799071U (zh) | 一种可自复位耗能的正交胶合木多板剪力墙 | |
CN103104050A (zh) | 销钉式组合防屈曲支撑 | |
CN201901957U (zh) | 一种新型消能减震阻尼器 | |
CN106996212B (zh) | 一种具有防震的轻型住宅系统 |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
DD01 | Delivery of document by public notice |
Addressee: Liu Huimin Document name: Notification that Application Deemed not to be Proposed |
|
ASS | Succession or assignment of patent right |
Owner name: BEIJING SAFE STRUCTURE TECHNOLOGY CORPORATION LTD. Free format text: FORMER OWNER: CHINA SEISMOLOGICAL BUREAU ENGINEERING MECHANICAL INSTITUTE Effective date: 20121226 |
|
C41 | Transfer of patent application or patent right or utility model | ||
COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 150080 HARBIN, HEILONGJIANG PROVINCE TO: 100190 HAIDIAN, BEIJING |
|
TR01 | Transfer of patent right |
Effective date of registration: 20121226 Address after: 100190 Beijing City, Haidian District Zhongguancun Road No. 89 Hengxing Building Room 309 Patentee after: Beijing Safe Structure Technology Corporation Ltd. Address before: 150080 Harbin, Heilongjiang, Nangang District Road, No. 29 Patentee before: Institue of Engineering Mechanics, China Earthquake Administration |
|
C56 | Change in the name or address of the patentee | ||
CP01 | Change in the name or title of a patent holder |
Address after: 100190 Beijing City, Haidian District Zhongguancun Road No. 89 Hengxing Building Room 309 Patentee after: Beijing SAIFE Strong Damping Technology Co. Ltd. Address before: 100190 Beijing City, Haidian District Zhongguancun Road No. 89 Hengxing Building Room 309 Patentee before: Beijing Safe Structure Technology Corporation Ltd. |
|
PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Method for using modular steel hysteresis damper Effective date of registration: 20170807 Granted publication date: 20120516 Pledgee: Beijing technology intellectual property financing Company limited by guarantee Pledgor: Beijing SAIFE Strong Damping Technology Co. Ltd. Registration number: 2017990000720 |
|
PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20180723 Granted publication date: 20120516 Pledgee: Beijing technology intellectual property financing Company limited by guarantee Pledgor: Beijing SAIFE Strong Damping Technology Co. Ltd. Registration number: 2017990000720 |
|
CX01 | Expiry of patent term | ||
CX01 | Expiry of patent term |
Granted publication date: 20120516 |