CN102620991B - 可相对运动的多层加载梁防水结构 - Google Patents
可相对运动的多层加载梁防水结构 Download PDFInfo
- Publication number
- CN102620991B CN102620991B CN 201210096586 CN201210096586A CN102620991B CN 102620991 B CN102620991 B CN 102620991B CN 201210096586 CN201210096586 CN 201210096586 CN 201210096586 A CN201210096586 A CN 201210096586A CN 102620991 B CN102620991 B CN 102620991B
- Authority
- CN
- China
- Prior art keywords
- loading beam
- loading
- soil
- mounting blocks
- actuator
- 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.)
- Active
Links
- 238000011068 loading method Methods 0.000 title claims abstract description 110
- 239000002689 soil Substances 0.000 claims abstract description 34
- 238000012360 testing method Methods 0.000 claims abstract description 27
- 238000010276 construction Methods 0.000 claims description 11
- 230000005540 biological transmission Effects 0.000 claims description 5
- 238000007789 sealing Methods 0.000 abstract description 5
- 238000000034 method Methods 0.000 abstract description 3
- 239000010410 layer Substances 0.000 description 28
- 230000000694 effects Effects 0.000 description 6
- 238000004088 simulation Methods 0.000 description 5
- 230000005484 gravity Effects 0.000 description 3
- 101150054854 POU1F1 gene Proteins 0.000 description 2
- 230000003749 cleanliness Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000007596 consolidation process Methods 0.000 description 1
- 239000011229 interlayer Substances 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
Images
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
Description
Claims (4)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201210096586 CN102620991B (zh) | 2012-04-01 | 2012-04-01 | 可相对运动的多层加载梁防水结构 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201210096586 CN102620991B (zh) | 2012-04-01 | 2012-04-01 | 可相对运动的多层加载梁防水结构 |
Publications (2)
Publication Number | Publication Date |
---|---|
CN102620991A CN102620991A (zh) | 2012-08-01 |
CN102620991B true CN102620991B (zh) | 2013-12-25 |
Family
ID=46561039
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 201210096586 Active CN102620991B (zh) | 2012-04-01 | 2012-04-01 | 可相对运动的多层加载梁防水结构 |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN102620991B (zh) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108844823B (zh) * | 2018-06-20 | 2023-05-26 | 中交第二航务工程局有限公司 | 测量任意深度土层侧摩阻力装置及方法 |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101672744A (zh) * | 2009-10-23 | 2010-03-17 | 北京工业大学 | 一种复合受力下反复荷载试验装置 |
CN101915718A (zh) * | 2010-08-20 | 2010-12-15 | 中国科学院武汉岩土力学研究所 | 多功能土的固结及渗透试验装置及其试验方法 |
CN102175516A (zh) * | 2011-02-16 | 2011-09-07 | 山东大学 | 大型组合式动静多功能岩土工程模拟试验装置 |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101127169A (zh) * | 2007-09-24 | 2008-02-20 | 浙江大学 | 土体主动和被动破坏演示仪 |
CN201266124Y (zh) * | 2008-08-18 | 2009-07-01 | 山东大学 | 带滑动墙的自平衡式真三维加载模型试验台架 |
-
2012
- 2012-04-01 CN CN 201210096586 patent/CN102620991B/zh active Active
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101672744A (zh) * | 2009-10-23 | 2010-03-17 | 北京工业大学 | 一种复合受力下反复荷载试验装置 |
CN101915718A (zh) * | 2010-08-20 | 2010-12-15 | 中国科学院武汉岩土力学研究所 | 多功能土的固结及渗透试验装置及其试验方法 |
CN102175516A (zh) * | 2011-02-16 | 2011-09-07 | 山东大学 | 大型组合式动静多功能岩土工程模拟试验装置 |
Also Published As
Publication number | Publication date |
---|---|
CN102620991A (zh) | 2012-08-01 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102620992B (zh) | 试验室内对土压力进行模拟的加载系统及模拟方法 | |
CN113267613B (zh) | 一种模拟断层蠕滑和粘滑错动隧道结构的实验系统 | |
CN103471796B (zh) | 隧道现浇砼衬砌抗震性能测试方法 | |
CN107202707A (zh) | 一种土‑地下结构大型拟静力试验装置及方法 | |
CN105300601A (zh) | 盾构隧道管片纵缝抗渗性能试验系统 | |
CN101344445B (zh) | 带滑动墙的自平衡式真三维加载模型试验台架 | |
CN105136582A (zh) | 岩溶隧道防突岩盘失稳破坏模型试验系统及其试验方法 | |
CN205246454U (zh) | 一种用于模拟巷道围岩塑性区的三维实验系统 | |
CN102620991B (zh) | 可相对运动的多层加载梁防水结构 | |
CN105424304A (zh) | 多点激励抗震试验支承架及其设计方法 | |
CN201972155U (zh) | 一种钢板桩逆作法基坑支护结构 | |
CN201266124Y (zh) | 带滑动墙的自平衡式真三维加载模型试验台架 | |
CN103105309A (zh) | 一种原位人工模拟逆断层运动的加载装置 | |
CN203684229U (zh) | 一种连体式双排桩支护结构 | |
CN101290269A (zh) | 主动跟动加载结构试验系统 | |
CN203772858U (zh) | 一种用于路基边坡三维模型试验平台的可加载移动侧壁 | |
CN106120643A (zh) | 防洪挡板 | |
CN102607942B (zh) | 一种具有防水结构的多层运动加载梁 | |
CN201228553Y (zh) | 活动性断层地段隧道永久衬砌结构 | |
CN101042391B (zh) | 带有导向架的岩土工程物理模拟多功能试验装置 | |
CN201210116Y (zh) | 一种主动跟动加载结构试验系统 | |
CN104834830A (zh) | 液化场地斜直交替群桩-土-结构数值计算模型 | |
CN202718153U (zh) | 一种挖掘机动臂 | |
CN202974611U (zh) | 用于多台面振动台模型试验的模型箱箱体间弹性接头装置 | |
CN205822130U (zh) | 防洪挡板 |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
ASS | Succession or assignment of patent right |
Owner name: CHINA CONSTRUCTION THIRD ENGINEERING DIVISION CO., Effective date: 20120712 |
|
C41 | Transfer of patent application or patent right or utility model | ||
TA01 | Transfer of patent application right |
Effective date of registration: 20120712 Address after: 200032 Shanghai city Xuhui District Zhaojiabang Road No. 829 Applicant after: Shanghai Third Harbor Engineering Science Technology Research Institute Co., Ltd., China Communications Construction Group Co-applicant after: China Construction Third Engineering Division Co., Ltd. Address before: 200032 Shanghai city Xuhui District Zhaojiabang Road No. 829 Applicant before: Shanghai Third Harbor Engineering Science Technology Research Institute Co., Ltd., China Communications Construction Group |
|
C53 | Correction of patent for invention or patent application | ||
CB03 | Change of inventor or designer information |
Inventor after: Wu Feng Inventor after: Zhou Guoran Inventor after: Qiu Song Inventor after: Fu Yifan Inventor after: Zhang Zhang Inventor before: Zhou Guoran Inventor before: Qiu Song Inventor before: Wu Feng Inventor before: Fu Yifan Inventor before: Zhang Zhang |
|
COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: ZHOU GUORAN QIU SONG WU FENG FU YIFAN ZHANG ZHANG TO: WU FENG ZHOU GUORAN QIU SONG FU YIFAN ZHANG ZHANG |
|
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C41 | Transfer of patent application or patent right or utility model | ||
TR01 | Transfer of patent right |
Effective date of registration: 20151023 Address after: 200032 Shanghai city Xuhui District Zhaojiabang Road No. 829 Patentee after: Shanghai Third Harbor Engineering Science Technology Research Institute Co., Ltd., China Communications Construction Group Patentee after: China Construction Third Engineering Division Co., Ltd. Patentee after: CCCC Shanghai Harbour Engineering Design & Research Institute Co., Ltd. Address before: 200032 Shanghai city Xuhui District Zhaojiabang Road No. 829 Patentee before: Shanghai Third Harbor Engineering Science Technology Research Institute Co., Ltd., China Communications Construction Group Patentee before: China Construction Third Engineering Division Co., Ltd. |