CN103215960B - 高聚物垂直支护体系注浆方法 - Google Patents
高聚物垂直支护体系注浆方法 Download PDFInfo
- Publication number
- CN103215960B CN103215960B CN201310123667.6A CN201310123667A CN103215960B CN 103215960 B CN103215960 B CN 103215960B CN 201310123667 A CN201310123667 A CN 201310123667A CN 103215960 B CN103215960 B CN 103215960B
- Authority
- CN
- China
- Prior art keywords
- high polymer
- construction
- grouting
- support system
- hole
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/02—Foundation pits
- E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/13—Foundation slots or slits; Implements for making these slots or slits
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
Description
Claims (1)
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201310123667.6A CN103215960B (zh) | 2013-04-11 | 2013-04-11 | 高聚物垂直支护体系注浆方法 |
US13/866,026 US8974152B2 (en) | 2013-04-11 | 2013-04-19 | Polymer grouting method for constructing vertical supporting system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201310123667.6A CN103215960B (zh) | 2013-04-11 | 2013-04-11 | 高聚物垂直支护体系注浆方法 |
Publications (2)
Publication Number | Publication Date |
---|---|
CN103215960A CN103215960A (zh) | 2013-07-24 |
CN103215960B true CN103215960B (zh) | 2015-06-24 |
Family
ID=48814085
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201310123667.6A Active CN103215960B (zh) | 2013-04-11 | 2013-04-11 | 高聚物垂直支护体系注浆方法 |
Country Status (2)
Country | Link |
---|---|
US (1) | US8974152B2 (zh) |
CN (1) | CN103215960B (zh) |
Families Citing this family (23)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102660955B (zh) * | 2012-05-17 | 2015-05-13 | 上海强劲地基工程股份有限公司 | 一种基坑边坡支护的快速施工方法 |
CN104234057A (zh) * | 2013-10-22 | 2014-12-24 | 王磊 | 高聚物注浆帷幕与预应力管桩组合基坑支护结构 |
CN105464074B (zh) * | 2015-11-22 | 2017-04-05 | 合肥工业大学 | 一种人工挖孔桩高聚物注浆防护结构及其施工方法 |
CN105672327B (zh) * | 2016-02-04 | 2017-10-17 | 郑州安源工程技术有限公司 | 一种小直径竖井高聚物注浆开挖支护结构的设计施工方法 |
CN105735322B (zh) * | 2016-02-04 | 2017-12-22 | 郑州安源工程技术有限公司 | 一种刚柔复合防渗可回收支护结构的设计施工方法 |
US10227749B2 (en) * | 2017-04-28 | 2019-03-12 | R&B Leasing | Landfill liner system |
CN108005097B (zh) * | 2017-12-15 | 2024-02-23 | 兰州理工大学 | 高陡边坡坡顶建构/筑物锚筏基础构造及施工方法 |
CN108959752B (zh) * | 2018-06-26 | 2023-10-13 | 湘潭大学 | 一种适用于计算钢管三排桩桩身位移与桩身内力的计算方法 |
CN109487780A (zh) * | 2019-01-13 | 2019-03-19 | 中国石油大学(华东) | 一种带孔钢管组合骨架注浆溶洞填充结构及施工方法 |
CN109653212A (zh) * | 2019-01-31 | 2019-04-19 | 长江勘测规划设计研究有限责任公司 | 临近高速铁路的不规则深基坑群综合支护结构及施工方法 |
CN110499766B (zh) * | 2019-08-30 | 2022-03-11 | 郑州安源工程技术有限公司 | 一种薄型切槽提升同步注浆装置及其使用方法 |
CN111794209B (zh) * | 2020-02-14 | 2022-04-01 | 宁波大学 | 一种镶嵌式预制混凝土柱隔离桩及其施工方法 |
CN111648377A (zh) * | 2020-06-16 | 2020-09-11 | 深圳市勘察测绘院(集团)有限公司 | 竖斜桩组合基坑支护方法 |
CN112922044A (zh) * | 2021-02-01 | 2021-06-08 | 浙江工业大学 | 一种锚杆组合抗浮体系 |
CN113202109B (zh) * | 2021-04-11 | 2022-11-15 | 中铁六局集团有限公司 | 下穿多股道铁路旅客地道高水位顶进施工方法 |
CN113152491A (zh) * | 2021-04-25 | 2021-07-23 | 福建省地质工程勘察院 | 一种高聚物注浆应急抢险处置土质滑坡的施工方法 |
CN113529753B (zh) * | 2021-07-09 | 2022-07-15 | 福建省地质工程勘察院 | 速凝高聚物注浆快速治理崩岗的施工方法 |
CN113863342A (zh) * | 2021-09-22 | 2021-12-31 | 中国化学工程第六建设有限公司 | 采用管井和轻型井点降水深基坑施工方法 |
CN113914321A (zh) * | 2021-09-29 | 2022-01-11 | 温州市渣土利用开发股份有限公司 | 一种超软场地基坑超前整体固化方法 |
CN114318982A (zh) * | 2021-11-30 | 2022-04-12 | 中南大学 | 一种用于建造大面积场坪的泡沫轻质土支承结构 |
CN115492118B (zh) * | 2022-07-01 | 2024-03-01 | 中建八局第三建设有限公司 | 一种超大基坑富水砂层锚杆防流沙施工方法 |
CN115198769B (zh) * | 2022-08-25 | 2023-06-02 | 湖北理工学院 | 一种带有自动监控的调节式基坑支护装置 |
CN116289967A (zh) * | 2023-01-28 | 2023-06-23 | 中国十七冶集团有限公司 | 一种超挖防坍塌电梯基坑边坡施工工艺 |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102051869A (zh) * | 2009-11-02 | 2011-05-11 | 郑州优特基础工程维修有限公司 | 高聚物帷幕注浆技术 |
CN102108873A (zh) * | 2009-12-29 | 2011-06-29 | 郑州优特基础工程维修有限公司 | 隧道渗漏水快速处治高聚物注浆方法 |
CN102444128A (zh) * | 2011-09-26 | 2012-05-09 | 郑州优特基础工程维修有限公司 | 超薄型高聚物防渗墙注浆方法 |
KR20120130534A (ko) * | 2011-05-23 | 2012-12-03 | 주식회사씨앤에프 | 고강도 내열 섬유 그리드 제조 방법 |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1394718A (en) * | 1918-09-19 | 1921-10-25 | Walter E Emery | Process for sealing shafts or wells |
US3416322A (en) * | 1966-11-14 | 1968-12-17 | Albert G. Bodine | Sonic method and apparatus for implanting underground concrete walls |
US6299386B1 (en) * | 1999-06-09 | 2001-10-09 | R. John Byrne | Method and apparatus for a shoring wall |
US6799924B1 (en) * | 2003-03-14 | 2004-10-05 | Precision Piling Systems, Llc | Segmented concrete piling assembly with steel connecting rods |
US8182178B2 (en) * | 2009-11-02 | 2012-05-22 | Zhengzhou U-Trust Infrastructure Rehabilitation Ltd. | Directional fracture grouting method with polymer for seepage control of dikes and dams |
-
2013
- 2013-04-11 CN CN201310123667.6A patent/CN103215960B/zh active Active
- 2013-04-19 US US13/866,026 patent/US8974152B2/en active Active
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102051869A (zh) * | 2009-11-02 | 2011-05-11 | 郑州优特基础工程维修有限公司 | 高聚物帷幕注浆技术 |
CN102108873A (zh) * | 2009-12-29 | 2011-06-29 | 郑州优特基础工程维修有限公司 | 隧道渗漏水快速处治高聚物注浆方法 |
KR20120130534A (ko) * | 2011-05-23 | 2012-12-03 | 주식회사씨앤에프 | 고강도 내열 섬유 그리드 제조 방법 |
CN102444128A (zh) * | 2011-09-26 | 2012-05-09 | 郑州优特基础工程维修有限公司 | 超薄型高聚物防渗墙注浆方法 |
Also Published As
Publication number | Publication date |
---|---|
US8974152B2 (en) | 2015-03-10 |
US20140314494A1 (en) | 2014-10-23 |
CN103215960A (zh) | 2013-07-24 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103215960B (zh) | 高聚物垂直支护体系注浆方法 | |
CN107313431B (zh) | 临近不等高基坑同步施工方法 | |
US20140314497A1 (en) | Polymer grouting method for constructing gravel pile | |
CN103924602B (zh) | 深厚软土基坑施工方法 | |
CN103233473B (zh) | 高聚物多棱桩注浆方法 | |
CN106948340B (zh) | 一种高聚物注浆防护的人工挖孔桩结构的施工方法 | |
CN105155550A (zh) | 联合支护开挖大厚度强风化砂岩层深基坑的施工方法 | |
CN107503362A (zh) | 一种适用于库岸边坡的复合抗滑桩墙支挡结构及施工方法 | |
CN103015429A (zh) | 长螺旋旋喷搅拌水泥土型钢桩基坑止水支护方法 | |
CN103114595A (zh) | 支护桩预留核心土双支墩斜内撑基坑支护方法及装置 | |
CN207211165U (zh) | 一种适用于库岸边坡的复合抗滑桩墙支挡结构 | |
CN105386610A (zh) | 非对称深基坑坑顶天然地基古建筑保护施工方法 | |
CN103397634A (zh) | 一种锁扣钢管桩围堰的锚固施工方法 | |
CN204825923U (zh) | 一种接力式基坑支护结构 | |
CN204000848U (zh) | 一种用于水下施工的嵌岩桩 | |
CN102995647A (zh) | 一种桩孔注浆隔渗的地下水控制方法 | |
CN203729309U (zh) | 组合双排桩联合竖向预应力锚杆支护体系 | |
CN106049413B (zh) | 一种应用于深层饱和软土地基的复合动力排水固结***及施工方法 | |
CN103015430A (zh) | 长螺旋压灌水泥土型钢桩基坑止水支护方法 | |
CN202247924U (zh) | 顶管施工拼装式钢结构沉井 | |
CN103866787A (zh) | 一种敞挖逆筑法混凝土防渗墙建造施工工艺 | |
CN211773563U (zh) | 一种桩基结构 | |
CN114109394A (zh) | 隧道浅埋软弱围岩高压旋喷桩法地表加固的桩长确定方法 | |
CN208533517U (zh) | 带挤扩支盘的碎石注浆桩 | |
CN207228130U (zh) | 一种城市综合管廊基坑回填处理组合*** |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
ASS | Succession or assignment of patent right |
Owner name: ZHENGZHOU ANYUAN ENGINEERING TECHNOLOGY CO., LTD. Free format text: FORMER OWNER: HENAN BOTE ENGINEERING PROTECTION CO., LTD. Effective date: 20150415 |
|
C41 | Transfer of patent application or patent right or utility model | ||
TA01 | Transfer of patent application right |
Effective date of registration: 20150415 Address after: The two North Road, South eight North four Avenue West port linkage 450000 Henan province Zhengzhou City Economic and Technological Development Zone Applicant after: Zhengzhou Anyuan Engineering Technology Co., Ltd. Address before: High tech Zone in Henan province Zhengzhou City, Tsui Chuk Street 450000 No. 100 and No. 10 Liyuan Sheng Yuan Building 1 unit 8 Applicant before: Henan Bote Engineering Protection Co., Ltd. |
|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
EE01 | Entry into force of recordation of patent licensing contract |
Application publication date: 20130724 Assignee: Wang Fuming Assignor: Zhengzhou Anyuan Engineering Technology Co., Ltd. Contract record no.: 2016410000021 Denomination of invention: Grouting method for high polymer vertical support system Granted publication date: 20150624 License type: Common License Record date: 20161011 |
|
LICC | Enforcement, change and cancellation of record of contracts on the licence for exploitation of a patent or utility model |