CN107217587A - 一种分体式隔震桥梁支座 - Google Patents
一种分体式隔震桥梁支座 Download PDFInfo
- Publication number
- CN107217587A CN107217587A CN201710426139.6A CN201710426139A CN107217587A CN 107217587 A CN107217587 A CN 107217587A CN 201710426139 A CN201710426139 A CN 201710426139A CN 107217587 A CN107217587 A CN 107217587A
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- Prior art keywords
- plate
- bearing
- seat board
- bottom seat
- split type
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- 238000013016 damping Methods 0.000 claims description 12
- 244000043261 Hevea brasiliensis Species 0.000 claims description 3
- 229920003052 natural elastomer Polymers 0.000 claims description 3
- 229920001194 natural rubber Polymers 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 230000035939 shock Effects 0.000 abstract description 12
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 abstract description 10
- 238000006073 displacement reaction Methods 0.000 description 9
- 238000002955 isolation Methods 0.000 description 9
- 229920001971 elastomer Polymers 0.000 description 6
- 238000010521 absorption reaction Methods 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000000465 moulding Methods 0.000 description 3
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- 239000004699 Ultra-high molecular weight polyethylene Substances 0.000 description 2
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- 238000010586 diagram Methods 0.000 description 2
- 230000009467 reduction Effects 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 229920000785 ultra high molecular weight polyethylene Polymers 0.000 description 2
- 241000208340 Araliaceae Species 0.000 description 1
- 229910000906 Bronze Inorganic materials 0.000 description 1
- 235000005035 Panax pseudoginseng ssp. pseudoginseng Nutrition 0.000 description 1
- 235000003140 Panax quinquefolius Nutrition 0.000 description 1
- 230000001133 acceleration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 239000010974 bronze Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- KUNSUQLRTQLHQQ-UHFFFAOYSA-N copper tin Chemical compound [Cu].[Sn] KUNSUQLRTQLHQQ-UHFFFAOYSA-N 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 235000008434 ginseng Nutrition 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/04—Bearings; Hinges
- E01D19/042—Mechanical bearings
- E01D19/046—Spherical bearings
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
Description
Claims (4)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201710426139.6A CN107217587A (zh) | 2017-06-08 | 2017-06-08 | 一种分体式隔震桥梁支座 |
Applications Claiming Priority (1)
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CN201710426139.6A CN107217587A (zh) | 2017-06-08 | 2017-06-08 | 一种分体式隔震桥梁支座 |
Publications (1)
Publication Number | Publication Date |
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CN107217587A true CN107217587A (zh) | 2017-09-29 |
Family
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Family Applications (1)
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CN201710426139.6A Pending CN107217587A (zh) | 2017-06-08 | 2017-06-08 | 一种分体式隔震桥梁支座 |
Country Status (1)
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CN (1) | CN107217587A (zh) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108396643A (zh) * | 2018-05-17 | 2018-08-14 | 南京工业大学 | 一种剪力可控型隔震支座 |
CN108611966A (zh) * | 2018-05-17 | 2018-10-02 | 南京工业大学 | 考虑列车行车安全性的高铁桥梁组合减震体系 |
CN108611967A (zh) * | 2018-06-01 | 2018-10-02 | 四川省交通运输厅公路规划勘察设计研究院 | 一种变刚度组合支座 |
Citations (17)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4039523A1 (de) * | 1990-12-11 | 1992-06-17 | Maurer Friedrich Soehne | Gleitlager fuer bauwerke |
JP2909066B1 (ja) * | 1998-06-23 | 1999-06-23 | パシフィックコンサルタンツ株式会社 | 既設橋梁用支承装置の補修工法 |
CN2485338Y (zh) * | 2001-05-17 | 2002-04-10 | 衡水宝力工程橡胶有限公司 | 柱面支座 |
KR200272144Y1 (ko) * | 2002-01-09 | 2002-04-13 | 주식회사 에스코테크놀로지 | 반원통형 교좌장치 |
KR20030064982A (ko) * | 2002-01-29 | 2003-08-06 | 강희종 | 수평조절 교좌장치 |
CN1570280A (zh) * | 2004-04-29 | 2005-01-26 | 同济大学 | 球型-铅芯阻尼钢支座 |
CN2797429Y (zh) * | 2005-05-23 | 2006-07-19 | 铁道科学研究院铁道建筑研究所 | 桥梁双圆柱面钢支座 |
CN201172901Y (zh) * | 2008-03-20 | 2008-12-31 | 同济大学 | 高阻尼橡胶球型组合支座 |
KR20090024492A (ko) * | 2007-09-04 | 2009-03-09 | 주식회사 예경산업개발 | 일체형 교좌장치 |
CN102839603A (zh) * | 2012-09-26 | 2012-12-26 | 彭天波 | 一种高摩擦减隔震支座及其制备方法 |
CN103266555A (zh) * | 2013-05-18 | 2013-08-28 | 大连理工大学 | 一种钢曲面橡胶减隔震支座 |
CN104032670A (zh) * | 2014-06-11 | 2014-09-10 | 同济大学 | 一种大转角高摩擦减隔震支座 |
CN204401450U (zh) * | 2014-12-30 | 2015-06-17 | 上海浦东建筑设计研究院有限公司 | 一种桥梁用球钢与叠层橡胶组合抗震支座 |
CN105862578A (zh) * | 2016-06-07 | 2016-08-17 | 吴国庆 | 自复位滑移隔震支座 |
CN106351118A (zh) * | 2016-10-17 | 2017-01-25 | 上海市政工程设计研究总院(集团)有限公司 | 一种减隔震结构及其减震方法 |
CN106758791A (zh) * | 2016-12-14 | 2017-05-31 | 石家庄铁道大学 | 桥梁限位耗能型减隔震支座及其制作方法 |
CN206887749U (zh) * | 2017-06-08 | 2018-01-16 | 成都市大通路桥机械有限公司 | 一种分体式隔震桥梁支座 |
-
2017
- 2017-06-08 CN CN201710426139.6A patent/CN107217587A/zh active Pending
Patent Citations (17)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4039523A1 (de) * | 1990-12-11 | 1992-06-17 | Maurer Friedrich Soehne | Gleitlager fuer bauwerke |
JP2909066B1 (ja) * | 1998-06-23 | 1999-06-23 | パシフィックコンサルタンツ株式会社 | 既設橋梁用支承装置の補修工法 |
CN2485338Y (zh) * | 2001-05-17 | 2002-04-10 | 衡水宝力工程橡胶有限公司 | 柱面支座 |
KR200272144Y1 (ko) * | 2002-01-09 | 2002-04-13 | 주식회사 에스코테크놀로지 | 반원통형 교좌장치 |
KR20030064982A (ko) * | 2002-01-29 | 2003-08-06 | 강희종 | 수평조절 교좌장치 |
CN1570280A (zh) * | 2004-04-29 | 2005-01-26 | 同济大学 | 球型-铅芯阻尼钢支座 |
CN2797429Y (zh) * | 2005-05-23 | 2006-07-19 | 铁道科学研究院铁道建筑研究所 | 桥梁双圆柱面钢支座 |
KR20090024492A (ko) * | 2007-09-04 | 2009-03-09 | 주식회사 예경산업개발 | 일체형 교좌장치 |
CN201172901Y (zh) * | 2008-03-20 | 2008-12-31 | 同济大学 | 高阻尼橡胶球型组合支座 |
CN102839603A (zh) * | 2012-09-26 | 2012-12-26 | 彭天波 | 一种高摩擦减隔震支座及其制备方法 |
CN103266555A (zh) * | 2013-05-18 | 2013-08-28 | 大连理工大学 | 一种钢曲面橡胶减隔震支座 |
CN104032670A (zh) * | 2014-06-11 | 2014-09-10 | 同济大学 | 一种大转角高摩擦减隔震支座 |
CN204401450U (zh) * | 2014-12-30 | 2015-06-17 | 上海浦东建筑设计研究院有限公司 | 一种桥梁用球钢与叠层橡胶组合抗震支座 |
CN105862578A (zh) * | 2016-06-07 | 2016-08-17 | 吴国庆 | 自复位滑移隔震支座 |
CN106351118A (zh) * | 2016-10-17 | 2017-01-25 | 上海市政工程设计研究总院(集团)有限公司 | 一种减隔震结构及其减震方法 |
CN106758791A (zh) * | 2016-12-14 | 2017-05-31 | 石家庄铁道大学 | 桥梁限位耗能型减隔震支座及其制作方法 |
CN206887749U (zh) * | 2017-06-08 | 2018-01-16 | 成都市大通路桥机械有限公司 | 一种分体式隔震桥梁支座 |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108396643A (zh) * | 2018-05-17 | 2018-08-14 | 南京工业大学 | 一种剪力可控型隔震支座 |
CN108611966A (zh) * | 2018-05-17 | 2018-10-02 | 南京工业大学 | 考虑列车行车安全性的高铁桥梁组合减震体系 |
CN108396643B (zh) * | 2018-05-17 | 2024-03-19 | 南京工业大学 | 一种剪力可控型隔震支座 |
CN108611967A (zh) * | 2018-06-01 | 2018-10-02 | 四川省交通运输厅公路规划勘察设计研究院 | 一种变刚度组合支座 |
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CB03 | Change of inventor or designer information |
Inventor after: Fu Xinsha Inventor after: Zhang Chun Inventor after: Luo Qi Inventor after: Liu Junfeng Inventor before: Wu Datong Inventor before: Luo Qi Inventor before: Liu Junfeng Inventor before: Zhang Chun Inventor before: Luo Jingke |
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Effective date of registration: 20180209 Address after: 510000 two 2016 rooms, No. 141, No. 141, Tianhe District five mountain road, Guangzhou City, Guangdong province (independent declaration) Applicant after: CCRB TECHNOLOGY (GUANGZHOU) CO.,LTD. Address before: 611430 Xinjin province Chengdu City Industrial Park A District, West hope road, No. 356 Applicant before: CHENGDU DATONG ROAD & BRIDGE COMPONENTS CO.,LTD. |
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Application publication date: 20170929 |
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