CN103410160A - 一种顺层特高岩质边坡组合支护方法 - Google Patents
一种顺层特高岩质边坡组合支护方法 Download PDFInfo
- Publication number
- CN103410160A CN103410160A CN2013103586231A CN201310358623A CN103410160A CN 103410160 A CN103410160 A CN 103410160A CN 2013103586231 A CN2013103586231 A CN 2013103586231A CN 201310358623 A CN201310358623 A CN 201310358623A CN 103410160 A CN103410160 A CN 103410160A
- Authority
- CN
- China
- Prior art keywords
- side slope
- slope
- extra
- soft
- rock
- 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.)
- Granted
Links
Images
Abstract
Description
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201310358623.1A CN103410160B (zh) | 2013-08-18 | 2013-08-18 | 一种顺层特高岩质边坡组合支护方法 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201310358623.1A CN103410160B (zh) | 2013-08-18 | 2013-08-18 | 一种顺层特高岩质边坡组合支护方法 |
Publications (2)
Publication Number | Publication Date |
---|---|
CN103410160A true CN103410160A (zh) | 2013-11-27 |
CN103410160B CN103410160B (zh) | 2016-03-30 |
Family
ID=49603198
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201310358623.1A Expired - Fee Related CN103410160B (zh) | 2013-08-18 | 2013-08-18 | 一种顺层特高岩质边坡组合支护方法 |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN103410160B (zh) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105115373A (zh) * | 2015-09-04 | 2015-12-02 | 贵州新联爆破工程集团有限公司 | 一种边坡爆破滚石近体阻挡防护装置 |
CN105350541A (zh) * | 2015-09-11 | 2016-02-24 | 华能澜沧江水电股份有限公司 | 一种高陡直立倾倒变形边坡开挖方法 |
CN105839644A (zh) * | 2016-02-23 | 2016-08-10 | 北京工业大学 | 一种基坑固脚排水装置和方法 |
CN108560572A (zh) * | 2018-04-12 | 2018-09-21 | 中铁上海工程局集团有限公司 | 一种超高边坡支护体系的施工方法 |
CN109736323A (zh) * | 2019-01-11 | 2019-05-10 | 河北中地志诚土木工程有限公司 | 一种变频土钉墙及其支护方法 |
CN109736335A (zh) * | 2019-02-27 | 2019-05-10 | 长江勘测规划设计研究有限责任公司 | 一种超高陡岩质边坡系统防治结构和方法 |
CN111270693A (zh) * | 2020-03-26 | 2020-06-12 | 中建四局贵州投资建设有限公司 | 一种装配式锚索框格梁及施工方法 |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH04128424A (ja) * | 1990-12-28 | 1992-04-28 | Furii Kogyo Kk | アンカー支持梁の施工方法 |
JP2000160569A (ja) * | 1998-11-30 | 2000-06-13 | Toa Harbor Works Co Ltd | 急傾斜用薄型法面保護ブロックの施工方法 |
CN101148882A (zh) * | 2007-10-29 | 2008-03-26 | 中铁二院工程集团有限责任公司 | 破碎软弱岩质路堑高边坡稳定开挖方法 |
KR100947248B1 (ko) * | 2009-09-09 | 2010-03-11 | 주식회사 석송 | 사면보호용 스톤구조물 및 그 시공방법 |
CN102002956A (zh) * | 2010-12-07 | 2011-04-06 | 武汉大学 | 开挖边坡断层出露区域的多层次全封闭加固技术 |
CN202969394U (zh) * | 2012-10-22 | 2013-06-05 | 中国水电建设集团路桥工程有限公司 | 一种防护结构加固的装置 |
CN203049591U (zh) * | 2013-01-09 | 2013-07-10 | 中国水电顾问集团贵阳勘测设计研究院 | 破碎岩体及高顺向边坡的加固结构 |
-
2013
- 2013-08-18 CN CN201310358623.1A patent/CN103410160B/zh not_active Expired - Fee Related
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH04128424A (ja) * | 1990-12-28 | 1992-04-28 | Furii Kogyo Kk | アンカー支持梁の施工方法 |
JP2000160569A (ja) * | 1998-11-30 | 2000-06-13 | Toa Harbor Works Co Ltd | 急傾斜用薄型法面保護ブロックの施工方法 |
CN101148882A (zh) * | 2007-10-29 | 2008-03-26 | 中铁二院工程集团有限责任公司 | 破碎软弱岩质路堑高边坡稳定开挖方法 |
KR100947248B1 (ko) * | 2009-09-09 | 2010-03-11 | 주식회사 석송 | 사면보호용 스톤구조물 및 그 시공방법 |
CN102002956A (zh) * | 2010-12-07 | 2011-04-06 | 武汉大学 | 开挖边坡断层出露区域的多层次全封闭加固技术 |
CN202969394U (zh) * | 2012-10-22 | 2013-06-05 | 中国水电建设集团路桥工程有限公司 | 一种防护结构加固的装置 |
CN203049591U (zh) * | 2013-01-09 | 2013-07-10 | 中国水电顾问集团贵阳勘测设计研究院 | 破碎岩体及高顺向边坡的加固结构 |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105115373A (zh) * | 2015-09-04 | 2015-12-02 | 贵州新联爆破工程集团有限公司 | 一种边坡爆破滚石近体阻挡防护装置 |
CN105350541A (zh) * | 2015-09-11 | 2016-02-24 | 华能澜沧江水电股份有限公司 | 一种高陡直立倾倒变形边坡开挖方法 |
CN105350541B (zh) * | 2015-09-11 | 2017-08-25 | 华能澜沧江水电股份有限公司 | 一种高陡直立倾倒变形边坡开挖方法 |
CN105839644A (zh) * | 2016-02-23 | 2016-08-10 | 北京工业大学 | 一种基坑固脚排水装置和方法 |
CN108560572A (zh) * | 2018-04-12 | 2018-09-21 | 中铁上海工程局集团有限公司 | 一种超高边坡支护体系的施工方法 |
CN109736323A (zh) * | 2019-01-11 | 2019-05-10 | 河北中地志诚土木工程有限公司 | 一种变频土钉墙及其支护方法 |
CN109736335A (zh) * | 2019-02-27 | 2019-05-10 | 长江勘测规划设计研究有限责任公司 | 一种超高陡岩质边坡系统防治结构和方法 |
CN109736335B (zh) * | 2019-02-27 | 2023-12-12 | 长江勘测规划设计研究有限责任公司 | 一种超高陡岩质边坡系统防治结构和方法 |
CN111270693A (zh) * | 2020-03-26 | 2020-06-12 | 中建四局贵州投资建设有限公司 | 一种装配式锚索框格梁及施工方法 |
Also Published As
Publication number | Publication date |
---|---|
CN103410160B (zh) | 2016-03-30 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103410160A (zh) | 一种顺层特高岩质边坡组合支护方法 | |
EP3827133B1 (en) | Method for stabilizing deep excavations or earth slope instability near existing civil objects | |
Song et al. | Measures for controlling large deformations of underground caverns under high in-situ stress condition–a case study of Jinping I hydropower station | |
CN111310356B (zh) | 一种适用于黄土边坡加固的反拱式挡墙稳定性评价方法 | |
CN110629671A (zh) | 一种悬索桥锚碇及其施工方法 | |
CN104652455A (zh) | 土质滑坡筏板式格构-锚杆-锚索复合抗滑结构及方法 | |
Song et al. | Safety monitoring and stability analysis of left abutment slope of Jinping I hydropower station | |
Ding et al. | Analysis of the influence of soft soil grouting on the metro tunnel based on field measurement | |
CN206646521U (zh) | 一种排桩复合全粘结锚杆支护结构 | |
CN211395370U (zh) | 一种悬索桥锚碇 | |
CN102733354B (zh) | 桩-墙复合抗滑支挡治理结构 | |
CN110307012B (zh) | 一种高铁大断面隧道预应力锚杆加固围岩结构 | |
CN103279606A (zh) | 不良地质段水工圆形有压隧洞衬砌的计算方法 | |
CN209324370U (zh) | 一种用于隧洞挖掘的支护系统 | |
CN102493495B (zh) | 高压输电铁塔加固方法和结构 | |
CN206512539U (zh) | 一种新型引道结构 | |
CN110130317A (zh) | 一种高速公路隧道上伏采空区处治方法 | |
CN206916768U (zh) | 隧道下穿桥墩施工时防偏移构造 | |
CN211816326U (zh) | 一种半h形抗滑桩和挡土板的联合支挡结构 | |
CN213014235U (zh) | 一种山区高填方地区管廊的地基结构 | |
Banks | ALLT-NA-LAIRIGE PRESTRESSED CONCRETE DAM.(INCLUDES PLATES). | |
CN208517942U (zh) | 一种栈桥加高段和栈桥倾斜过渡段的栈桥梁节点 | |
Mishra et al. | Geological and Geotechnical Challenges Faced during Excavation of the Underground Powerhouse and Head Race Tunnel for Mangdechhu Project, Bhutan, India | |
CN209686412U (zh) | 悬挂式马道冠梁固定节点 | |
Wang et al. | Study on prestressed grid anchorage technology for slope and landslide treatment |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C56 | Change in the name or address of the patentee | ||
CB03 | Change of inventor or designer information |
Inventor after: Luo Zuoqian Inventor after: Wang Zhangzhong Inventor after: Zhu Xianshan Inventor after: Liu Chang Inventor after: Xu Qingyun Inventor after: Gao Huafeng Inventor before: Wang Zhangzhong Inventor before: Luo Zuoqian |
|
COR | Change of bibliographic data | ||
CP01 | Change in the name or title of a patent holder |
Address after: 443002 Yichang, Hubei, Pearl Road, No. 35 Patentee after: CHINA GEZHOUBA GROUP FIFTH ENGINEERING CO., LTD. Address before: 443002 Yichang, Hubei, Pearl Road, No. 35 Patentee before: Gezhouba Group No.5 Engineering Co., Ltd. |
|
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160330 Termination date: 20190818 |