CN103265256B - Non-dispersible underwater fast-setting inorganic grouting material and preparation method thereof - Google Patents
Non-dispersible underwater fast-setting inorganic grouting material and preparation method thereof Download PDFInfo
- Publication number
- CN103265256B CN103265256B CN201310169894.2A CN201310169894A CN103265256B CN 103265256 B CN103265256 B CN 103265256B CN 201310169894 A CN201310169894 A CN 201310169894A CN 103265256 B CN103265256 B CN 103265256B
- Authority
- CN
- China
- Prior art keywords
- water
- injecting paste
- disperse
- reducing agent
- under water
- 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.)
- Expired - Fee Related
Links
- 239000000463 material Substances 0.000 title claims abstract description 85
- 238000002360 preparation method Methods 0.000 title claims abstract description 12
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 76
- 239000003638 chemical reducing agent Substances 0.000 claims abstract description 33
- CDBYLPFSWZWCQE-UHFFFAOYSA-L Sodium Carbonate Chemical compound [Na+].[Na+].[O-]C([O-])=O CDBYLPFSWZWCQE-UHFFFAOYSA-L 0.000 claims abstract description 20
- 239000004568 cement Substances 0.000 claims abstract description 15
- 239000011398 Portland cement Substances 0.000 claims abstract description 11
- 150000004645 aluminates Chemical class 0.000 claims abstract description 10
- 229910000029 sodium carbonate Inorganic materials 0.000 claims abstract description 10
- 239000003795 chemical substances by application Substances 0.000 claims description 12
- 238000005189 flocculation Methods 0.000 claims description 12
- 230000016615 flocculation Effects 0.000 claims description 12
- 238000003756 stirring Methods 0.000 claims description 10
- 239000000203 mixture Substances 0.000 claims description 9
- 239000002245 particle Substances 0.000 claims description 9
- 235000017550 sodium carbonate Nutrition 0.000 claims description 9
- 239000002253 acid Substances 0.000 claims description 7
- PSZYNBSKGUBXEH-UHFFFAOYSA-N naphthalene-1-sulfonic acid Chemical class C1=CC=C2C(S(=O)(=O)O)=CC=CC2=C1 PSZYNBSKGUBXEH-UHFFFAOYSA-N 0.000 claims description 7
- IIACRCGMVDHOTQ-UHFFFAOYSA-N sulfamic acid Chemical compound NS(O)(=O)=O IIACRCGMVDHOTQ-UHFFFAOYSA-N 0.000 claims description 7
- 239000002994 raw material Substances 0.000 claims description 3
- 239000006185 dispersion Substances 0.000 claims 1
- 238000000034 method Methods 0.000 abstract description 2
- 235000008733 Citrus aurantifolia Nutrition 0.000 abstract 1
- 235000011941 Tilia x europaea Nutrition 0.000 abstract 1
- OSGAYBCDTDRGGQ-UHFFFAOYSA-L calcium sulfate Chemical compound [Ca+2].[O-]S([O-])(=O)=O OSGAYBCDTDRGGQ-UHFFFAOYSA-L 0.000 abstract 1
- 239000008394 flocculating agent Substances 0.000 abstract 1
- 239000004571 lime Substances 0.000 abstract 1
- 239000000843 powder Substances 0.000 abstract 1
- 239000004575 stone Substances 0.000 abstract 1
- 230000015271 coagulation Effects 0.000 description 11
- 238000005345 coagulation Methods 0.000 description 11
- 239000002002 slurry Substances 0.000 description 7
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 description 4
- 230000008901 benefit Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 238000011049 filling Methods 0.000 description 3
- 239000003469 silicate cement Substances 0.000 description 3
- 229910000019 calcium carbonate Inorganic materials 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 229910001653 ettringite Inorganic materials 0.000 description 2
- 238000006703 hydration reaction Methods 0.000 description 2
- 238000002156 mixing Methods 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 229920000620 organic polymer Polymers 0.000 description 2
- 229920002401 polyacrylamide Polymers 0.000 description 2
- 238000000746 purification Methods 0.000 description 2
- 238000007569 slipcasting Methods 0.000 description 2
- 239000004372 Polyvinyl alcohol Substances 0.000 description 1
- 208000034189 Sclerosis Diseases 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001112 coagulating effect Effects 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 239000013078 crystal Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 238000000151 deposition Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 238000001879 gelation Methods 0.000 description 1
- 230000002706 hydrostatic effect Effects 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 239000008267 milk Substances 0.000 description 1
- 210000004080 milk Anatomy 0.000 description 1
- 235000013336 milk Nutrition 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 239000011368 organic material Substances 0.000 description 1
- 229920002451 polyvinyl alcohol Polymers 0.000 description 1
- 235000019353 potassium silicate Nutrition 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000005204 segregation Methods 0.000 description 1
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Soil Conditioners And Soil-Stabilizing Materials (AREA)
Abstract
The invention discloses a non-dispersible underwater fast-setting inorganic grouting material. The material comprises 75.0-80.0mass% of P.O42.5R ordinary Portland cement, 5.0-10.0mass% of CA50 aluminate cement, 2.0-5.0mass% of anhydrous gypsum, 0.6-1.2mass% of a high-efficiency water reducer, 3.0-7.0mass% of sodium carbonate, 4.0-8.0mass% of white lime powder, and 0.4-0.8mass% of a flocculating agent, and the sum of the content percentages of the above components is 100%. The invention also discloses a preparation method of the material and a use method of the material. Problems comprising long setting time, slow stone forming speed and low hardening strength of current inorganic grouting materials are solved.
Description
Technical field
The invention belongs to civil construction material technology field, relate to and do not disperse to coagulate soon inorganic injecting paste material of type and preparation method thereof under water.
Background technology
Relatively with organic materials, inorganic injecting paste material has environmental protection, low cost, durable, and the technical feature advantage such as matrix phase capacitive is good, by an extensive class injecting paste material of use.But general inorganic injecting paste material as mortar, cement list liquid slurry etc., is directly built or during pouring construction under rich water condition, conventionally can produce the problems such as segregation, slurry run off, intensity falls sharply, contaminate environment.Therefore, adopt and do not disperse injecting paste material to become the key that solves this type of engineering problem under water.At present, the conventional slip casting material that do not disperse under water, is mainly by adding organic polymer coargulator, improve injecting paste material flocculation, protect and mould ability, make material obtain under water not dispersing property.But organic polymer coargulator, in performance throwing out, also can cause extending injecting paste material time of coagulation, calculus rate is too low, thereby has weakened the anti-dispersive ability of material, has reduced the efficiency of mortar depositing construction.The Grouting engineering of, snap cure rapidly solidified for requiring particularly, the application of this type of material is restricted.
Document 1 discloses a kind of underwater grouting material (application number: 200610033878.0 of cement concrete, publication number: 101024567, open day: 2007-08-29), this invention is to using ordinary Portland cement as gelling material, polyacrylamide flocculant by adding 0.033%-0.1%, in addition modification of material, obtains the performance that water resistant is disperseed.The setting and harden speed of silicate cement own is slower, and the delayed coagulation of polyacrylamide in addition makes the time of coagulation of injecting paste material long, so it can not or have under the condition of quick setting and rapid hardening requirement at moving water and uses.
Document 2 < < underwaters do not disperse the application > > (Chen Jian of grouting material in Donghai Bridge, village heroes, Lu Anqi etc. concrete and cement products .2004(3): 18-20) a kind of grouting material that do not disperse is under water disclosed.This grouting material is to consist of silicate cement, river sand and concrete underwater undispersing agent, anti-dispersiveness when water cement ratio is 0.5 in hydrostatic is better, mobility better, the intensity of 28 days can reach 22.6MPa, but its final setting time reaches 16h30min.Longer time of coagulation is constructed this material in circumstance of flowing water, and requires to use under rapidly solidified condition, has obvious limitation.
Document 3 < < do not disperse to be under water in the milk the application > > of novel material in karst impervious leakage-stopping (" Liang Xuewen, Li Shangyou. Guangxi hydropower .2008(3): 5-7. ") in disclose a kind of underwater and do not disperseed injection material.This grouting material is to consist of cement, modified polyvinyl alcohol, water glass, flyash, has good dispersive ability not under water.By ratio optimization, this material can obtain good gel time adjustability, i.e. gel time 1min-700min, and the calculus time of material is shorter, is generally 1h~24h.The gelation time adjustability that this material is stronger, has broken through traditional inorganic grouting material in the deficiency aspect time of coagulation, for the widespread use of inorganic grouting material in impervious leakage-stopping engineering, has established material foundation.But due to the restriction that formed by material prescription, this grouting material does not have performance advantage aspect intensity, be mainly manifested in that intensity is low and tempo is slow, from document, provide test result, the 28d intensity of most of prescriptions is lower than 10MPa, lower intensity level, is restricted the application of the aspects such as this material is repaired under water, fixed filling, engineering protection.
Summary of the invention
The object of the present invention is to provide a kind of inorganic injecting paste material of type that do not disperse to coagulate soon under water, the problem that time of coagulation is long, calculus speed is slow, hardening strength is low existing to solve existing inorganic injecting paste material.
The present invention also aims to, provide the present invention not disperse to coagulate soon the preparation method of the inorganic injecting paste material of type under water.
The first technical scheme of the present invention is, do not disperse to coagulate soon the inorganic injecting paste material of type under water, by following raw material, formed by mass percentage: P.O42.5R ordinary Portland cement 75.0%~80.0%, CA50 aluminate cement 5.0%~10.0%, dehydrated gyp-2.0%~5.0%, high efficiency water reducing agent 0.6%~1.2%, soda ash 3.0%~7.0%, dry hydrate 4.0%~8.0%, flocculation agent 0.4%~0.8%, the percentage composition summation of above component is 100%.
The feature of the first technical scheme of the present invention is also,
All components in prescription is pulvis, and the particle diameter of pulvis is all not more than 80 μ m.
Flocculation agent is any one in Natvosol or Vltra tears, and its molecular weight is all not less than 100,000.
High efficiency water reducing agent is any one in naphthalenesulfonate series high-efficiency water-reducing agent, polycarboxylic acid series high efficiency water reducing agent or Amino-sulfonic Acid-based Water-reducer, and its water-reducing rate is all not less than 15%.
The second technical scheme of the present invention is that the preparation method who does not disperse to coagulate soon the inorganic injecting paste material of type under water as above, is characterized in that, specifically according to following steps, implements:
Step 1, take respectively by mass percentage P.O42.5R ordinary Portland cement 75.0%~80.0%, CA50 aluminate cement 5.0%~10.0%, dehydrated gyp-2.0%~5.0%, high efficiency water reducing agent 0.6%~1.2%, soda ash 3.0%~7.0%, dry hydrate 4.0%~8.0%, flocculation agent 0.4%~0.8%, the percentage composition summation of above component is 100%.
Step 2, by all material taking in step 1, adds in stirrer, and uniform stirring, after material fully mixes, makes the present invention and do not disperse to coagulate soon the inorganic injecting paste material of type under water.
The feature of the second technical scheme of the present invention is also,
The all components taking in step 1 is pulvis, and the particle diameter of pulvis is all not more than 80 μ m.
Flocculation agent in step 1 is any one in Natvosol or Vltra tears, and its molecular weight is all not less than 100,000.
High efficiency water reducing agent in step 1 is any one in naphthalenesulfonate series high-efficiency water-reducing agent, polycarboxylic acid series high efficiency water reducing agent or Amino-sulfonic Acid-based Water-reducer, and its water-reducing rate is all not less than 15%.
The invention has the beneficial effects as follows, of the present inventionly do not disperse to coagulate soon the inorganic injecting paste material of type under water, meet that water is not emanated, do not disperseed, time of coagulation is short, calculus efficiency is high under water, more than hardening strength can reach 20MPa, can be under water purification, moving water condition direct pouring construction, can be widely used in reparation, leak stopping, filling, protection of underwater engineering etc., the preparation technology of material is simple, cost is low, technical economic benefit is remarkable, has solved the problem that time of coagulation is long, calculus speed is slow, hardening strength is low that existing inorganic injecting paste material exists.
Embodiment
Below in conjunction with embodiment, the present invention is described in detail.
The invention provides a kind of inorganic injecting paste material of type and preparation method thereof that do not disperse to coagulate soon under water, by following raw material, formed by mass percentage: P.O42.5R ordinary Portland cement 75.0%~80.0%, CA50 aluminate cement 5.0%~10.0%, dehydrated gyp-2.0%~5.0%, high efficiency water reducing agent 0.6%~1.2%, soda ash 3.0%~7.0%, dry hydrate 4.0%~8.0%, flocculation agent 0.4%~0.8%, the percentage composition summation of above component is 100%.
Wherein, high efficiency water reducing agent is any one in naphthalenesulfonate series high-efficiency water-reducing agent, polycarboxylic acid series high efficiency water reducing agent or Amino-sulfonic Acid-based Water-reducer, and its water-reducing rate is all not less than 15%; Flocculation agent is any one in Natvosol or Vltra tears, and its molecular weight is all not less than 100,000; All components in prescription is pulvis, and the particle diameter of pulvis is all not more than 80 μ m.
After the present invention does not disperse to coagulate soon the inorganic injecting paste material of type under water and adds water and mix and stir, make mix form stable spatial flexible network structure, improve slurry force of cohesion, thereby make slurry obtain the performance of not disperseing under water.Simultaneously, after adding water and mixing and stirring, other compositions in prescription start to dissolve fast and hydration reaction, and in the inner hydration reaction mechanism of mutually promoting that forms of slurry, make paste materials generate in the short period of time the densest crystals such as ettringite, calcium carbonate, impel the setting and harden of material to accelerate, improve the calculus efficiency of injecting paste material.The intensity of material is mainly provided by the formed induration of the multiple hydrated product of generated ettringite, calcium carbonate and silicate cement.The present invention does not disperse to coagulate soon the inorganic injecting paste material of type under water, has both had under water not dispersing property, has again fast, the calculus feature early of condensing, and early strength and later strength all higher.
The present invention also provides the preparation method who does not disperse to coagulate soon the inorganic injecting paste material of type under water as above, specifically implements according to the following steps,
Step 1, take respectively by mass percentage P.O42.5R ordinary Portland cement 75.0%~80.0%, CA50 aluminate cement 5.0%~10.0%, dehydrated gyp-2.0%~5.0%, high efficiency water reducing agent 0.6%~1.2%, soda ash 3.0%~7.0%, dry hydrate 4.0%~8.0%, flocculation agent 0.4%~0.8%, the percentage composition summation of above component is 100%.
Step 2, by all material taking in step 1, adds in stirrer, and uniform stirring, after material fully mixes, makes the present invention and do not disperse to coagulate soon the inorganic injecting paste material of type under water.
Wherein, the high efficiency water reducing agent in step 1 is any one in naphthalenesulfonate series high-efficiency water-reducing agent, polycarboxylic acid series high efficiency water reducing agent or Amino-sulfonic Acid-based Water-reducer, and its water-reducing rate is all not less than 15%; Flocculation agent is any one in Natvosol or Vltra tears, and its molecular weight is all not less than 100,000; All components in prescription is pulvis, and the particle diameter of pulvis is all not more than 80 μ m.
The present invention does not disperse the using method of coagulating soon the inorganic injecting paste material of type to be under water, the present invention is not disperseed to coagulate soon the inorganic injecting paste material of type under water and put into slip casting machine, and the ratio that is 0.50:1~0.55:1 according to water material mass ratio adds water and mixes and stirs, and marginal not slurry is mixed and stirred on limit.
Embodiment 1:
Take respectively by mass percentage P.O42.5R ordinary Portland cement 75.0%, CA50 aluminate cement 10.0%, dehydrated gyp-3.0%, naphthalenesulfonate series high-efficiency water-reducing agent 0.8%, soda ash 5.5%, dry hydrate 5%, Natvosol 0.7%; Wherein the water-reducing rate of naphthalenesulfonate series high-efficiency water-reducing agent is 18%, and the molecular weight of Natvosol is 200,000, and the particle diameter of all components in prescription is all not more than 70 μ m; By all material taking, add in stirrer, uniform stirring, after material fully mixes, makes the present invention and does not disperse to coagulate soon the inorganic injecting paste material of type under water.
Embodiment 2:
Take respectively by mass percentage P.O42.5R ordinary Portland cement 77%, CA50 aluminate cement 8%, dehydrated gyp-4.0%, Amino-sulfonic Acid-based Water-reducer 0.7%, soda ash 5.0%, dry hydrate 4.5%, Vltra tears 0.8%; Wherein the water-reducing rate of Amino-sulfonic Acid-based Water-reducer is 20%, and the molecular weight of Vltra tears is 150,000, and the particle diameter of all components in prescription is all not more than 75 μ m; By all material taking, add in stirrer, uniform stirring, after material fully mixes, makes the present invention and does not disperse to coagulate soon the inorganic injecting paste material of type under water.
Embodiment 3:
Take respectively by mass percentage P.O42.5R ordinary Portland cement 80.0%, CA50 aluminate cement 5.0%, dehydrated gyp-5.0%, polycarboxylic acid series high efficiency water reducing agent 0.6%, soda ash 4.0%, dry hydrate 4.7%, Natvosol 0.7%; Wherein the water-reducing rate of polycarboxylic acid series high efficiency water reducing agent is 25%, and the molecular weight of Natvosol is 120,000, and the particle diameter of all components in prescription is all not more than 60 μ m; By all material taking, add in stirrer, uniform stirring, after material fully mixes, makes the present invention and does not disperse to coagulate soon the inorganic injecting paste material of type under water.
Above-described embodiment gained does not disperse to coagulate soon the inorganic injecting paste material of type under water, and the ratio that is all 1:2 according to water material mass ratio is mixed with water, and the experimental data that obtains of experiment is referring to table 1:
The salient features of table 1 embodiment
As can be seen from Table 1, the present invention does not disperse to coagulate soon the inorganic injecting paste material of type under water, slurry force of cohesion after adding water and mixing and stirring is high, thixotropy good, there is good anti-dispersiveness under water, and time of coagulation is short, its presetting period is 3min~5min, and first final setting time interval is short, sclerosis is fast, and hour intensity is high; Under room temperature curing in water, the ultimate compression strength of 1h can reach 1.5MPa~4.0MPa, and 2h ultimate compression strength can reach 2.5MPa~5.4MPa, and within 24 hours, intensity can reach 15MPa~20MPa; Not retraction of stable long-term strength of the present invention, calculus body has microdilatancy, and the vertical expansion ratio of 1d is 0.028%-0.045%,
Of the present inventionly do not disperse to coagulate soon the inorganic injecting paste material of type under water, meet that water is not emanated, do not disperseed, time of coagulation is short, calculus efficiency is high, hardening strength is high under water, can be under water purification, moving water condition direct pouring construction, can be widely used in reparation, leak stopping, filling, protection of underwater engineering etc., the preparation technology of material is simple, cost is low, technical economic benefit is remarkable, has solved the problem that time of coagulation is long, calculus speed is slow, hardening strength is low that existing inorganic injecting paste material exists.
Claims (4)
1. do not disperse to coagulate soon the inorganic injecting paste material of type under water, it is characterized in that, by following raw material, formed by mass percentage: P.O42.5R ordinary Portland cement 75.0%~80.0%, CA50 aluminate cement 5.0%~10.0%, dehydrated gyp-2.0%~5.0%, high efficiency water reducing agent 0.6%~1.2%, soda ash 3.0%~7.0%, dry hydrate 4.0%~8.0%, flocculation agent 0.4%~0.8%, the percentage composition summation of above component is 100%;
Described flocculation agent is any one in Natvosol or Vltra tears, and its molecular weight is all not less than 100,000;
Described high efficiency water reducing agent is any one in naphthalenesulfonate series high-efficiency water-reducing agent, polycarboxylic acid series high efficiency water reducing agent or Amino-sulfonic Acid-based Water-reducer, and its water-reducing rate is all not less than 15%.
2. soon coagulate type inorganic injecting paste material as claimed in claim 1 dispersion under water, it is characterized in that, all components in described prescription is pulvis, and the particle diameter of pulvis is all not more than 80 μ m.
3. described in claim 1, do not disperse to coagulate soon a preparation method for the inorganic injecting paste material of type under water, it is characterized in that, specifically according to following steps, implement:
Step 1, take respectively by mass percentage P.O42.5R ordinary Portland cement 75.0%~80.0%, CA50 aluminate cement 5.0%~10.0%, dehydrated gyp-2.0%~5.0%, high efficiency water reducing agent 0.6%~1.2%, soda ash 3.0%~7.0%, dry hydrate 4.0%~8.0%, flocculation agent 0.4%~0.8%, the percentage composition summation of above component is 100%;
Step 2, by all material taking in step 1, adds in stirrer, and uniform stirring, after material fully mixes, makes and do not disperse to coagulate soon the inorganic injecting paste material of type under water.
4. the preparation method who does not disperse to coagulate soon the inorganic injecting paste material of type under water as claimed in claim 3, is characterized in that, all components taking in step 1 is pulvis, and the particle diameter of pulvis is all not more than 80 μ m.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201310169894.2A CN103265256B (en) | 2013-05-09 | 2013-05-09 | Non-dispersible underwater fast-setting inorganic grouting material and preparation method thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201310169894.2A CN103265256B (en) | 2013-05-09 | 2013-05-09 | Non-dispersible underwater fast-setting inorganic grouting material and preparation method thereof |
Publications (2)
Publication Number | Publication Date |
---|---|
CN103265256A CN103265256A (en) | 2013-08-28 |
CN103265256B true CN103265256B (en) | 2014-11-05 |
Family
ID=49008935
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201310169894.2A Expired - Fee Related CN103265256B (en) | 2013-05-09 | 2013-05-09 | Non-dispersible underwater fast-setting inorganic grouting material and preparation method thereof |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN103265256B (en) |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105622006B (en) * | 2015-12-14 | 2018-05-04 | 江苏苏博特新材料股份有限公司 | A kind of low-temperature high-early strength high-strength underwater grouting material |
CN107298564A (en) * | 2016-12-02 | 2017-10-27 | 徐州中联混凝土有限公司 | It is a kind of not disperse contraction-free grouting concrete under water |
CN107010892A (en) * | 2017-04-07 | 2017-08-04 | 俞家欢 | It is a kind of not disperse fast hard cement-base composite material of rapid hardening and its preparation method and application under water |
CN111072366B (en) * | 2019-12-30 | 2022-03-04 | 苏州佳固士新材料科技有限公司 | Inorganic grouting material capable of stopping open water and reinforcing structure and preparation method and application thereof |
CN111777389B (en) * | 2020-06-29 | 2022-04-15 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | Quick-setting adjustable cement-based underwater anti-dispersion ultrafast hard grouting material, preparation method and application |
CN113816701B (en) * | 2021-09-03 | 2022-09-30 | 宿州市健生矿山设备有限公司 | Aluminate and portland cement based double-liquid grouting material and preparation method thereof |
-
2013
- 2013-05-09 CN CN201310169894.2A patent/CN103265256B/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
CN103265256A (en) | 2013-08-28 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103265256B (en) | Non-dispersible underwater fast-setting inorganic grouting material and preparation method thereof | |
CN107814498B (en) | Nano-modified dry-mixed alkali-activated cementing material for rapid repair | |
CN105948653B (en) | A kind of regeneration wet mixing mortar and preparation method thereof | |
CN103342494A (en) | Hydration heat inhibited concrete expanding material as well as preparation method and applications thereof | |
CN102910852B (en) | Coagulant for super sulfate cement | |
CN106007613B (en) | A kind of self heat insulation wall gypsum based composite and preparation method thereof | |
CN104030595A (en) | Compound concrete admixture with early strength and water reduction functions, and preparation method and application thereof | |
CN105837109B (en) | A kind of concrete material of high-strength corrosion-resisting and its application | |
CN105481324A (en) | Inorganic grouting blocking material | |
CN101811855A (en) | Cement base inorganic waterproof grouting material | |
CN105645904A (en) | Non-autoclaved aerated concrete prepared by utilizing lithium slag and nickel slag and preparation method of non-autoclaved aerated concrete | |
CN102924023B (en) | Sulphoaluminate-base high-strength grouting concrete and preparation method thereof | |
CN104402363A (en) | Sleeve grouting material for connection of steel bar and preparation method thereof | |
CN101172828A (en) | High-performance hydraulic structure concrete and method for producing the same | |
CN106380140A (en) | Impermeable frost-resistant concrete | |
CN107840592A (en) | A kind of concrete self-repair function additive and preparation method thereof | |
CN104386986A (en) | Ultra-high-strength track cement gum and prepared method thereof | |
CN105565745A (en) | Quick-setting early-strength grouting material | |
CN100355853C (en) | Water-proofing material for stopping leak | |
CN102225858B (en) | Aluminium-based gelling curing agent for curing dehydrated sludge and application thereof | |
CN103979915A (en) | Fly-ash-base filling material | |
CN110615654A (en) | Curing material for reinforcing soft soil foundation in low-temperature construction and application method thereof | |
CN102633485A (en) | Method of using plain soil to produce hydraulic engineering seepage-proofing brick in situ | |
CN110776282B (en) | Preparation method of cement-based shape-stabilized phase change material | |
CN104591660A (en) | Modified inorganic waterproof plugging material |
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 | ||
TR01 | Transfer of patent right |
Effective date of registration: 20201231 Address after: 155100 no.230-2, group 1, Beixing village, Yong'an Township, Jixian County, Shuangyashan City, Heilongjiang Province Patentee after: Zhang Zhongbao Patentee after: Wang Xinye Patentee after: Mou Weichao Address before: 710048 No. 5 Jinhua South Road, Shaanxi, Xi'an Patentee before: XI'AN University OF TECHNOLOGY |
|
TR01 | Transfer of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141105 |
|
CF01 | Termination of patent right due to non-payment of annual fee |