TWI229659B - Grout for making watertight screens - Google Patents
Grout for making watertight screens Download PDFInfo
- Publication number
- TWI229659B TWI229659B TW089122100A TW89122100A TWI229659B TW I229659 B TWI229659 B TW I229659B TW 089122100 A TW089122100 A TW 089122100A TW 89122100 A TW89122100 A TW 89122100A TW I229659 B TWI229659 B TW I229659B
- Authority
- TW
- Taiwan
- Prior art keywords
- scope
- patent application
- mortar
- item
- drilling
- Prior art date
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
- C04B28/08—Slag cements
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B7/00—Hydraulic cements
- C04B7/36—Manufacture of hydraulic cements in general
- C04B7/48—Clinker treatment
- C04B7/52—Grinding ; After-treatment of ground cement
- C04B7/527—Grinding ; After-treatment of ground cement obtaining cements characterised by fineness, e.g. by multi-modal particle size distribution
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/06—Restraining of underground water
- E02D19/12—Restraining of underground water by damming or interrupting the passage of underground water
- E02D19/18—Restraining of underground water by damming or interrupting the passage of underground water by making use of sealing aprons, e.g. diaphragms made from bituminous or clay material
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
- C04B2111/00767—Uses not provided for elsewhere in C04B2111/00 for waste stabilisation purposes
- C04B2111/00775—Uses not provided for elsewhere in C04B2111/00 for waste stabilisation purposes the composition being used as waste barriers or the like, e.g. compositions used for waste disposal purposes only, but not containing the waste itself
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
- Y02P40/00—Technologies relating to the processing of minerals
- Y02P40/10—Production of cement, e.g. improving or optimising the production methods; Cement grinding
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10S—TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10S507/00—Earth boring, well treating, and oil field chemistry
- Y10S507/906—Solid inorganic additive in defined physical form
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Ceramic Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Organic Chemistry (AREA)
- Materials Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- Paleontology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- General Engineering & Computer Science (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Soil Sciences (AREA)
- Agronomy & Crop Science (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Soil Conditioners And Soil-Stabilizing Materials (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
- Secondary Cells (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Treatment Of Sludge (AREA)
- Glass Compositions (AREA)
- Liquid Crystal (AREA)
- Turbine Rotor Nozzle Sealing (AREA)
- Details Of Rigid Or Semi-Rigid Containers (AREA)
- Paper (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Description
1229659
1229659 A7 ---------------B7__ 五、發明説明(2 ) '~" ------- 100微米之間(以等於約80微米為佳)的顆粒。此熔渣的 Blaine比表面積約2500至4500平方公分/克。 雖然沒有特別限定鼓風爐熔渣本質,但以鹼性類型且 CaO/Si〇2重量比介於約L10和約〗35之間者為佳。包含w 至 40% Si02、8 至 16% Al2〇3、39 至⑽和心 9%
MgO(重量%)作為主要材料的材料是可用於本發明的本文 中。 此外,以CaO含量(%) x Al2〇3含量(%)超過5〇〇的熔渣 化學模組為佳。 活化劑使得熔渣固化,以鹼性活化劑(如:氫氧化鈉、 氫氧化鉀、碳酸(氫)鈉或鉀、石膏、生石灰、熟石灰或這 些化合物之混合物)為佳。也可以使用普特蘭水泥 (Portland cement)作為活化劑。 通常,活化劑量介於以熔渣重量計之約! %和約丨〇重量 %之間。特別佳的活化劑量等於約5重量%。 較佳情況中,這樣的灰漿之水泥/水重量比(c/w)介於約 0.1和約0.25之間。 在這些情況下,能夠得到具下列性質的灰漿: -就相同水泥/水比例而言,具較高緩滯性, -於相等乾物質含量時,具較佳滲透性(如附圖1所示之 滲透性與C / W比之關係),及 -硬化極緩慢,為直接鑽鑿灰泥所能接受者。此系統的 低反應性使其能夠完全不使用緩滯劑。減少這樣的添 加物使得地下水不會被有機污染廢料所污染。 -5-
1229659 A7 B7 五、發明説明(3 ) 此灰漿因其非污染特性,所以可用於與地下水接觸的地 面下作業,且其可用於注模操作及製造可塑性混凝土防水 板。 於鑽鑿處,藉由混合之前所定義的組份,可製得此灰 漿。 藉由下列單純用於說明的實例能夠更瞭解本發明。 這些實例使用下列成份: 膨潤土漿料·· 1000升水和4 5公斤鈉膨潤土之混合物 熔渣··鹼性鼓風爐熔渣,0&0/5丨02重量比為1.19,化學 模組為5 1 5
活化劑·· CPA CEM I 緩滯劑:混合的木質硫酸鈣/銨
促進劑:矽酸鈉35/37QB 實例1 ••熔渣最大尺寸對於灰漿的可調動時間之影響 灰漿 熔渣40微米 熔渣80微米 熔渣120微米 可調動時間 5小時 5小時 5小時 膨潤土漿料 941升 941升 941升 熔渣 166.25公斤 166.25公斤 166.25公斤 活化劑 8.75公斤 8.75公斤 .8.75公斤 緩滯劑 31 0 0 促進劑 0 0 41 -6- 本紙張尺度適用中國國家標準(CNS) A4規格(210X 297公釐)
Claims (1)
- 1 取 22100號專利申請案 ^主籍專利範圍替換本(93年4月 A B c Dvt * ίί〆 六、申請專利範圍 1. 一種製造防水板用之灰漿,其主要係由水、天然或經改 質的黏土、最大顆粒尺寸介於5 〇微米和1 〇 〇微米之間和 化學模組超過5 0 〇的鼓風爐熔渣、和以鼓風爐熔渣重量 计自1 %至1 〇重量〇/。之活化劑所構成,其中該灰漿係具 有介於0.1和〇·25間之水泥/水重量比。 2·根據申請專利範圍第丨項之灰漿,其中該熔渣係具有等 於80微米之最大顆粒尺寸。 3·根據申請專利範圍第1或2項之灰漿 介於1.10和1.35間之Ca0/Si02重量比 4.根據申請專利範圍第1或2項之灰漿 土是膨潤土。 5·根據申請專利範圍第1或2項之灰漿 知好 /、 I 热/口 Ίυ >丨]瓜 虱虱化鈉、氫氧化鉀、碳酸(氫)鈉或鉀、石膏、生石 ^ :熟石灰、這些化合物之混合物或普特蘭(ρ。細)水 6 · —種製造防水板的方法,其中,鑽擊 ^ ^ %係猎由根據申請專 利IlL圍弟1或2項之灰漿之輔助而進行。 7·根據申請專利範圍第6項的方法,龙 诚由、土 ★ 兵中,鑽鑿係藉由 據申h專利範圍第3項之灰漿之輔助而進^ 8. 根據申請專利範圍第6項的方法,並 订。 Μ由、土* ,、中’鑽鑿係藉由 據申請專利範圍第4項之灰漿之輔助而進行貫。 田 9. 根據申請專利範圍第6項的方法, 订 摅由、主# ,、中’鑽鑿係藉 據申4專利範圍第5項之灰漿之輔助/ π運行。 其中該熔渣係具有 其中該經改質的 黏 其中該活化劑係選 根 根 由根 裝 η 本紙張尺度相中_家標準(CNS) A4規格(210X 297公着)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR9913126A FR2800063B1 (fr) | 1999-10-21 | 1999-10-21 | Coulis pour la realisation d'ecrans etanches |
Publications (1)
Publication Number | Publication Date |
---|---|
TWI229659B true TWI229659B (en) | 2005-03-21 |
Family
ID=9551169
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
TW089122100A TWI229659B (en) | 1999-10-21 | 2000-10-20 | Grout for making watertight screens |
Country Status (15)
Country | Link |
---|---|
US (1) | US6939834B1 (zh) |
EP (1) | EP1094044B1 (zh) |
JP (1) | JP2001200251A (zh) |
KR (1) | KR20010051136A (zh) |
AT (1) | ATE274477T1 (zh) |
CZ (1) | CZ296804B6 (zh) |
DE (1) | DE60013224T2 (zh) |
DK (1) | DK1094044T3 (zh) |
ES (1) | ES2226744T3 (zh) |
FR (1) | FR2800063B1 (zh) |
PL (1) | PL205219B1 (zh) |
PT (1) | PT1094044E (zh) |
RU (1) | RU2224727C2 (zh) |
SK (1) | SK284619B6 (zh) |
TW (1) | TWI229659B (zh) |
Families Citing this family (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2359074B (en) * | 2000-02-11 | 2004-06-02 | Geoffrey Bernard Card | A cementitious slurry |
FR2850648A1 (fr) * | 2003-02-04 | 2004-08-06 | Cie Du Sol | Coulis de ciment a base d'eau chargee en sels |
GB2401104B (en) * | 2003-04-29 | 2007-08-29 | Gary Hunt | Cementitious material |
CN101949816B (zh) * | 2010-08-10 | 2012-02-22 | 中国水利水电第十四工程局有限公司 | 一种测定塑性混凝土渗透系数的试验方法 |
RU2622054C2 (ru) * | 2015-08-27 | 2017-06-09 | Игорь Яковлевич Харченко | Раствор для компенсационного нагнетания в грунты оснований при устранении деформаций зданий и сооружений |
CN106323837A (zh) * | 2016-08-19 | 2017-01-11 | 天津大学 | 一种针对水泥混凝土抗渗性和耐久性的新型试验方法 |
CN106946522B (zh) * | 2017-03-08 | 2020-04-07 | 北京艺高世纪科技股份有限公司 | 一种盾构同步注浆施工材料 |
CN108793805B (zh) * | 2018-08-30 | 2020-11-03 | 江苏金木土科技有限公司 | 免蒸养高抗渗盾构管片的混凝土掺合料配方及其养护工艺 |
Family Cites Families (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR545827A (zh) | 1922-10-21 | |||
FR434112A (fr) | 1911-05-26 | 1912-01-25 | Conrad Claessen | Procédé pour la fabrication de poudres sans fumée à la nitrocellulose et à la nitroglycérine |
DE659703C (de) | 1936-02-29 | 1938-05-09 | Francois Motut | Schaueinrichtung mit Tiefenwirkung durch Lichtreflexe |
US4761183A (en) * | 1987-01-20 | 1988-08-02 | Geochemical Corporation | Grouting composition comprising slag |
BE1003642A3 (fr) * | 1989-12-20 | 1992-05-12 | Ciments D Obourg Sa | Liant hydraulique, en particulier pour utilisation en coulis, et coulis tel qu'ainsi obtenu. |
US5673753A (en) * | 1989-12-27 | 1997-10-07 | Shell Oil Company | Solidification of water based muds |
SE470061B (sv) * | 1990-10-05 | 1993-11-01 | Kurz Fredrik W A | Förfarande för att göra masugnsslagg till ett direkt verkande hydrauliskt bindemedel samt framställning av byggnadsmaterial därav |
DE4121776A1 (de) * | 1991-07-01 | 1993-01-28 | Dyckerhoff Ag | Mittel zur herstellung einer dichtwandmasse sowie verfahren zur herstellung einer dichtwandmasse daraus |
FR2684666B1 (fr) * | 1991-12-06 | 1994-05-06 | Sol Cie | Coulis d'injection pour obturer les pores de sols fins ou de milieux microfissures et son procede de fabrication. |
US5343952A (en) * | 1992-10-22 | 1994-09-06 | Shell Oil Company | Cement plug for well abandonment |
US5311944A (en) * | 1992-10-22 | 1994-05-17 | Shell Oil Company | Blast furnace slag blend in cement |
MY112090A (en) * | 1992-10-22 | 2001-04-30 | Shell Int Research | Method for drilling and cementing a well |
US5309997A (en) * | 1992-10-22 | 1994-05-10 | Shell Oil Company | Well fluid for in-situ borehole repair |
US5309999A (en) * | 1992-10-22 | 1994-05-10 | Shell Oil Company | Cement slurry composition and method to cement wellbore casings in salt formations |
FR2703604B1 (fr) * | 1993-04-06 | 1995-05-19 | Sol Cie | Procédé et stabilisation et de solidification de déchets polluants, produits obtenus par ce procédé, et produits pour le mettre en Óoeuvre. |
US5361842A (en) * | 1993-05-27 | 1994-11-08 | Shell Oil Company | Drilling and cementing with blast furnace slag/silicate fluid |
US5447197A (en) * | 1994-01-25 | 1995-09-05 | Bj Services Company | Storable liquid cementitious slurries for cementing oil and gas wells |
US6068055A (en) * | 1998-06-30 | 2000-05-30 | Halliburton Energy Services, Inc. | Well sealing compositions and methods |
-
1999
- 1999-10-21 FR FR9913126A patent/FR2800063B1/fr not_active Expired - Fee Related
-
2000
- 2000-10-18 US US09/691,325 patent/US6939834B1/en not_active Expired - Fee Related
- 2000-10-19 KR KR1020000061595A patent/KR20010051136A/ko not_active Application Discontinuation
- 2000-10-19 CZ CZ20003886A patent/CZ296804B6/cs not_active IP Right Cessation
- 2000-10-20 ES ES00402910T patent/ES2226744T3/es not_active Expired - Lifetime
- 2000-10-20 AT AT00402910T patent/ATE274477T1/de not_active IP Right Cessation
- 2000-10-20 PT PT00402910T patent/PT1094044E/pt unknown
- 2000-10-20 RU RU2000126505/03A patent/RU2224727C2/ru not_active IP Right Cessation
- 2000-10-20 TW TW089122100A patent/TWI229659B/zh not_active IP Right Cessation
- 2000-10-20 PL PL343336A patent/PL205219B1/pl unknown
- 2000-10-20 EP EP00402910A patent/EP1094044B1/fr not_active Expired - Lifetime
- 2000-10-20 SK SK1578-2000A patent/SK284619B6/sk not_active IP Right Cessation
- 2000-10-20 DE DE60013224T patent/DE60013224T2/de not_active Expired - Fee Related
- 2000-10-20 DK DK00402910T patent/DK1094044T3/da active
- 2000-10-23 JP JP2000323026A patent/JP2001200251A/ja active Pending
Also Published As
Publication number | Publication date |
---|---|
PL343336A1 (en) | 2001-04-23 |
FR2800063B1 (fr) | 2002-01-11 |
DK1094044T3 (da) | 2004-12-20 |
EP1094044A1 (fr) | 2001-04-25 |
CZ20003886A3 (cs) | 2001-11-14 |
DE60013224T2 (de) | 2005-09-01 |
SK15782000A3 (sk) | 2001-06-11 |
US6939834B1 (en) | 2005-09-06 |
PL205219B1 (pl) | 2010-03-31 |
CZ296804B6 (cs) | 2006-06-14 |
RU2224727C2 (ru) | 2004-02-27 |
SK284619B6 (sk) | 2005-07-01 |
PT1094044E (pt) | 2004-12-31 |
KR20010051136A (ko) | 2001-06-25 |
JP2001200251A (ja) | 2001-07-24 |
ES2226744T3 (es) | 2005-04-01 |
ATE274477T1 (de) | 2004-09-15 |
FR2800063A1 (fr) | 2001-04-27 |
DE60013224D1 (de) | 2004-09-30 |
EP1094044B1 (fr) | 2004-08-25 |
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Legal Events
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MM4A | Annulment or lapse of patent due to non-payment of fees |