CN106640120A - Ground-surface fixed-point deep hole layered grouting construction method - Google Patents
Ground-surface fixed-point deep hole layered grouting construction method Download PDFInfo
- Publication number
- CN106640120A CN106640120A CN201610930439.3A CN201610930439A CN106640120A CN 106640120 A CN106640120 A CN 106640120A CN 201610930439 A CN201610930439 A CN 201610930439A CN 106640120 A CN106640120 A CN 106640120A
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- slip casting
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- valve tube
- hole
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- 238000010276 construction Methods 0.000 title claims abstract description 40
- 238000005553 drilling Methods 0.000 claims abstract description 43
- 238000000034 method Methods 0.000 claims abstract description 21
- 239000011257 shell material Substances 0.000 claims abstract description 15
- 238000007789 sealing Methods 0.000 claims abstract description 10
- 239000007788 liquid Substances 0.000 claims abstract 2
- 238000007569 slipcasting Methods 0.000 claims description 157
- 239000002002 slurry Substances 0.000 claims description 49
- 230000032798 delamination Effects 0.000 claims description 19
- 238000002347 injection Methods 0.000 claims description 18
- 239000007924 injection Substances 0.000 claims description 18
- 238000013461 design Methods 0.000 claims description 16
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 16
- 229910000831 Steel Inorganic materials 0.000 claims description 15
- 239000004568 cement Substances 0.000 claims description 15
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- 230000011218 segmentation Effects 0.000 claims description 7
- QAOWNCQODCNURD-UHFFFAOYSA-L Sulfate Chemical compound [O-]S([O-])(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 claims description 6
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- 230000006378 damage Effects 0.000 claims description 6
- 239000006185 dispersion Substances 0.000 claims description 6
- 229910021653 sulphate ion Inorganic materials 0.000 claims description 6
- 230000001737 promoting effect Effects 0.000 claims description 5
- 229910000278 bentonite Inorganic materials 0.000 claims description 4
- 239000000440 bentonite Substances 0.000 claims description 4
- SVPXDRXYRYOSEX-UHFFFAOYSA-N bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 claims description 4
- 230000010339 dilation Effects 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 2
- 239000002689 soil Substances 0.000 description 9
- 239000004567 concrete Substances 0.000 description 8
- 230000003014 reinforcing effect Effects 0.000 description 8
- 239000011435 rock Substances 0.000 description 6
- 239000000758 substrate Substances 0.000 description 4
- 241000209094 Oryza Species 0.000 description 3
- 235000007164 Oryza sativa Nutrition 0.000 description 3
- 238000004140 cleaning Methods 0.000 description 3
- 238000007596 consolidation process Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 235000009566 rice Nutrition 0.000 description 3
- 241001074085 Scophthalmus aquosus Species 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000000630 rising effect Effects 0.000 description 2
- 239000013589 supplement Substances 0.000 description 2
- 230000001502 supplementing effect Effects 0.000 description 2
- 241000256135 Chironomus thummi Species 0.000 description 1
- VEXZGXHMUGYJMC-UHFFFAOYSA-M Chloride anion Chemical compound [Cl-] VEXZGXHMUGYJMC-UHFFFAOYSA-M 0.000 description 1
- 229920002472 Starch Polymers 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
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- 238000012937 correction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 238000005098 hot rolling Methods 0.000 description 1
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- 230000008676 import Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- VIKNJXKGJWUCNN-XGXHKTLJSA-N norethisterone Chemical compound O=C1CC[C@@H]2[C@H]3CC[C@](C)([C@](CC4)(O)C#C)[C@@H]4[C@@H]3CCC2=C1 VIKNJXKGJWUCNN-XGXHKTLJSA-N 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
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- 238000003325 tomography Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
Description
Claims (10)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610930439.3A CN106640120B8 (en) | 2016-10-31 | 2016-10-31 | Layered grouting construction method for fixed-point deep holes on earth surface |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610930439.3A CN106640120B8 (en) | 2016-10-31 | 2016-10-31 | Layered grouting construction method for fixed-point deep holes on earth surface |
Publications (3)
Publication Number | Publication Date |
---|---|
CN106640120A true CN106640120A (en) | 2017-05-10 |
CN106640120B CN106640120B (en) | 2021-10-26 |
CN106640120B8 CN106640120B8 (en) | 2022-01-07 |
Family
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Family Applications (1)
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CN201610930439.3A Active CN106640120B8 (en) | 2016-10-31 | 2016-10-31 | Layered grouting construction method for fixed-point deep holes on earth surface |
Country Status (1)
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CN (1) | CN106640120B8 (en) |
Cited By (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107013220A (en) * | 2017-05-16 | 2017-08-04 | 深圳市瑞利源工程技术有限公司 | A kind of tunnel deep hole grouting method, pipe canopy and retrusive Grouting Pipe |
CN109208578A (en) * | 2018-08-28 | 2019-01-15 | 北京瑞威世纪铁道工程有限公司 | Abutment orients grout injection control sedimentation method |
CN109209448A (en) * | 2018-08-28 | 2019-01-15 | 北京瑞威世纪铁道工程有限公司 | Tunnel surface grouting blocks water construction method |
CN109354469A (en) * | 2018-08-28 | 2019-02-19 | 北京瑞威世纪铁道工程有限公司 | Cement grouting material |
CN109538240A (en) * | 2018-08-28 | 2019-03-29 | 北京瑞威世纪铁道工程有限公司 | The method for tunnel construction of earth's surface orientation heavy caliber deep hole grouting |
CN109736845A (en) * | 2019-01-25 | 2019-05-10 | 北京瑞威世纪铁道工程有限公司 | Disturbance displacement compacting grouting construction method |
CN109882199A (en) * | 2019-01-25 | 2019-06-14 | 北京瑞威世纪铁道工程有限公司 | Rigid mini-valve tube component and its application method |
CN110259465A (en) * | 2019-06-28 | 2019-09-20 | 中铁二局集团有限公司 | A kind of method that list shield double mode TBM pre-grouting reinforces fault belt |
CN110617029A (en) * | 2019-09-16 | 2019-12-27 | 中国矿业大学 | Drilling segmented retreating type grouting method |
CN110700842A (en) * | 2019-11-11 | 2020-01-17 | 山东大学 | Advanced grouting reinforcement method suitable for water-rich sand layer section of shield end |
CN110792440A (en) * | 2019-11-07 | 2020-02-14 | 中铁二十局集团有限公司 | Construction method of water-rich loess tunnel penetrating through loess towards valley |
CN111852515A (en) * | 2020-08-31 | 2020-10-30 | 中铁十六局集团有限公司 | Tunnel stratum pre-reinforcement comprehensive grouting method |
CN112025972A (en) * | 2020-09-17 | 2020-12-04 | 中州装备制造股份有限公司 | Preparation process of building wall |
CN113585267A (en) * | 2021-07-23 | 2021-11-02 | 中国水利水电第十六工程局有限公司 | Sleeve valve grouting process |
CN113882356A (en) * | 2021-10-14 | 2022-01-04 | 中铁隆工程集团有限公司 | Ground grouting reinforcement construction process |
CN115450217A (en) * | 2022-09-06 | 2022-12-09 | 中国水电基础局有限公司 | Grouting method for perforating and wall breaking grouting in orifice embedded pipe |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN201129184Y (en) * | 2007-12-29 | 2008-10-08 | 中铁隧道集团有限公司 | Tubule external valve one-way type subsection back grouting apparatus |
CN102444118A (en) * | 2010-10-15 | 2012-05-09 | 中铁五局(集团)有限公司 | Construction method for grouting reinforcement of sleeve valve pipe |
CN104389314A (en) * | 2014-12-10 | 2015-03-04 | 山东大学 | Grouting reinforcement device and method for shallow clay |
CN105714764A (en) * | 2015-12-08 | 2016-06-29 | 中国铁建大桥工程局集团有限公司 | Tunnel ground deep-hole sleeve valve tube grouting construction method |
CN106013078A (en) * | 2016-07-11 | 2016-10-12 | 中建市政工程有限公司 | Construction method for strong permeable ground layer strengthened curtain structure |
-
2016
- 2016-10-31 CN CN201610930439.3A patent/CN106640120B8/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN201129184Y (en) * | 2007-12-29 | 2008-10-08 | 中铁隧道集团有限公司 | Tubule external valve one-way type subsection back grouting apparatus |
CN102444118A (en) * | 2010-10-15 | 2012-05-09 | 中铁五局(集团)有限公司 | Construction method for grouting reinforcement of sleeve valve pipe |
CN104389314A (en) * | 2014-12-10 | 2015-03-04 | 山东大学 | Grouting reinforcement device and method for shallow clay |
CN105714764A (en) * | 2015-12-08 | 2016-06-29 | 中国铁建大桥工程局集团有限公司 | Tunnel ground deep-hole sleeve valve tube grouting construction method |
CN106013078A (en) * | 2016-07-11 | 2016-10-12 | 中建市政工程有限公司 | Construction method for strong permeable ground layer strengthened curtain structure |
Cited By (20)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107013220A (en) * | 2017-05-16 | 2017-08-04 | 深圳市瑞利源工程技术有限公司 | A kind of tunnel deep hole grouting method, pipe canopy and retrusive Grouting Pipe |
CN109354469B (en) * | 2018-08-28 | 2022-10-28 | 北京瑞威世纪铁道工程有限公司 | Cement grouting material |
CN109208578A (en) * | 2018-08-28 | 2019-01-15 | 北京瑞威世纪铁道工程有限公司 | Abutment orients grout injection control sedimentation method |
CN109209448A (en) * | 2018-08-28 | 2019-01-15 | 北京瑞威世纪铁道工程有限公司 | Tunnel surface grouting blocks water construction method |
CN109354469A (en) * | 2018-08-28 | 2019-02-19 | 北京瑞威世纪铁道工程有限公司 | Cement grouting material |
CN109538240A (en) * | 2018-08-28 | 2019-03-29 | 北京瑞威世纪铁道工程有限公司 | The method for tunnel construction of earth's surface orientation heavy caliber deep hole grouting |
CN109209448B (en) * | 2018-08-28 | 2024-05-31 | 北京瑞威世纪铁道工程有限公司 | Tunnel earth surface grouting water-blocking construction method |
CN109736845A (en) * | 2019-01-25 | 2019-05-10 | 北京瑞威世纪铁道工程有限公司 | Disturbance displacement compacting grouting construction method |
CN109882199A (en) * | 2019-01-25 | 2019-06-14 | 北京瑞威世纪铁道工程有限公司 | Rigid mini-valve tube component and its application method |
CN110259465A (en) * | 2019-06-28 | 2019-09-20 | 中铁二局集团有限公司 | A kind of method that list shield double mode TBM pre-grouting reinforces fault belt |
CN110617029A (en) * | 2019-09-16 | 2019-12-27 | 中国矿业大学 | Drilling segmented retreating type grouting method |
CN110792440A (en) * | 2019-11-07 | 2020-02-14 | 中铁二十局集团有限公司 | Construction method of water-rich loess tunnel penetrating through loess towards valley |
CN110792440B (en) * | 2019-11-07 | 2021-02-05 | 中铁二十局集团有限公司 | Construction method of water-rich loess tunnel penetrating through loess towards valley |
CN110700842A (en) * | 2019-11-11 | 2020-01-17 | 山东大学 | Advanced grouting reinforcement method suitable for water-rich sand layer section of shield end |
CN111852515A (en) * | 2020-08-31 | 2020-10-30 | 中铁十六局集团有限公司 | Tunnel stratum pre-reinforcement comprehensive grouting method |
CN112025972A (en) * | 2020-09-17 | 2020-12-04 | 中州装备制造股份有限公司 | Preparation process of building wall |
CN113585267A (en) * | 2021-07-23 | 2021-11-02 | 中国水利水电第十六工程局有限公司 | Sleeve valve grouting process |
CN113882356A (en) * | 2021-10-14 | 2022-01-04 | 中铁隆工程集团有限公司 | Ground grouting reinforcement construction process |
CN115450217A (en) * | 2022-09-06 | 2022-12-09 | 中国水电基础局有限公司 | Grouting method for perforating and wall breaking grouting in orifice embedded pipe |
CN115450217B (en) * | 2022-09-06 | 2024-05-28 | 中国水电基础局有限公司 | Grouting method for opening wall-breaking grouting in orifice embedded pipe |
Also Published As
Publication number | Publication date |
---|---|
CN106640120B8 (en) | 2022-01-07 |
CN106640120B (en) | 2021-10-26 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant | ||
TA01 | Transfer of patent application right |
Effective date of registration: 20211021 Address after: 101499 room 409, 4th floor, South, 113 Kaifang Road, Huairou District, Beijing Applicant after: BEIJING RUIWEI CENTURY RAILWAY ENGINEERING Co.,Ltd. Address before: 100086 room 103, building 9, West District, 56 Zhichun Road, Haidian District, Beijing Applicant before: Peng Feng |
|
TA01 | Transfer of patent application right | ||
CI03 | Correction of invention patent |
Correction item: Patentee|Address Correct: Beijing Ruiwei century Railway Engineering Co., Ltd.|101499 room 409, 4th floor, South, 113 Kaifang Road, Huairou District, Beijing False: Peng Feng|100086 room 103, building 9, West District, 56 Zhichun Road, Haidian District, Beijing Number: 44-01 Page: The title page Volume: 37 Correction item: Patentee|Address Correct: Beijing Ruiwei century Railway Engineering Co., Ltd.|101499 room 409, 4th floor, South, 113 Kaifang Road, Huairou District, Beijing False: Peng Feng|100086 room 103, building 9, West District, 56 Zhichun Road, Haidian District, Beijing Number: 44-01 Volume: 37 |
|
CI03 | Correction of invention patent |