CN1053468A - Downhole filling and grouting material - Google Patents
Downhole filling and grouting material Download PDFInfo
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- CN1053468A CN1053468A CN 90100313 CN90100313A CN1053468A CN 1053468 A CN1053468 A CN 1053468A CN 90100313 CN90100313 CN 90100313 CN 90100313 A CN90100313 A CN 90100313A CN 1053468 A CN1053468 A CN 1053468A
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- cement
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- 239000000463 material Substances 0.000 title claims abstract description 37
- 239000004568 cement Substances 0.000 claims abstract description 56
- 239000011435 rock Substances 0.000 claims abstract description 5
- 239000002440 industrial waste Substances 0.000 claims abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 19
- OSGAYBCDTDRGGQ-UHFFFAOYSA-L calcium sulfate Chemical compound [Ca+2].[O-]S([O-])(=O)=O OSGAYBCDTDRGGQ-UHFFFAOYSA-L 0.000 claims description 14
- 239000011398 Portland cement Substances 0.000 claims description 10
- QAOWNCQODCNURD-UHFFFAOYSA-L Sulfate Chemical compound [O-]S([O-])(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 claims description 10
- 150000004645 aluminates Chemical class 0.000 claims description 9
- 239000004411 aluminium Substances 0.000 claims description 9
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 9
- 229910052782 aluminium Inorganic materials 0.000 claims description 9
- 229910021653 sulphate ion Inorganic materials 0.000 claims description 9
- 239000000654 additive Substances 0.000 claims description 8
- 230000000996 additive effect Effects 0.000 claims description 8
- 239000000375 suspending agent Substances 0.000 claims description 7
- AXCZMVOFGPJBDE-UHFFFAOYSA-L calcium dihydroxide Chemical compound [OH-].[OH-].[Ca+2] AXCZMVOFGPJBDE-UHFFFAOYSA-L 0.000 claims description 5
- 239000000920 calcium hydroxide Substances 0.000 claims description 5
- 229910001861 calcium hydroxide Inorganic materials 0.000 claims description 5
- 239000000292 calcium oxide Substances 0.000 claims description 5
- ODINCKMPIJJUCX-UHFFFAOYSA-N calcium oxide Inorganic materials [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 claims description 5
- BRPQOXSCLDDYGP-UHFFFAOYSA-N calcium oxide Chemical compound [O-2].[Ca+2] BRPQOXSCLDDYGP-UHFFFAOYSA-N 0.000 claims description 4
- 239000003340 retarding agent Substances 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-M hydroxide Chemical compound [OH-] XLYOFNOQVPJJNP-UHFFFAOYSA-M 0.000 claims description 3
- 239000005416 organic matter Substances 0.000 claims description 3
- 238000009833 condensation Methods 0.000 claims description 2
- 230000005494 condensation Effects 0.000 claims description 2
- 150000003839 salts Chemical class 0.000 claims description 2
- 239000000203 mixture Substances 0.000 abstract description 9
- 239000002994 raw material Substances 0.000 abstract description 7
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 abstract description 6
- 238000005086 pumping Methods 0.000 abstract description 5
- 229910001570 bauxite Inorganic materials 0.000 abstract description 3
- 238000003912 environmental pollution Methods 0.000 abstract description 2
- 238000002360 preparation method Methods 0.000 abstract 2
- 230000003014 reinforcing effect Effects 0.000 abstract 1
- 239000002956 ash Substances 0.000 description 7
- 239000000945 filler Substances 0.000 description 7
- 239000010440 gypsum Substances 0.000 description 4
- 229910052602 gypsum Inorganic materials 0.000 description 4
- 229910000329 aluminium sulfate Inorganic materials 0.000 description 3
- DIZPMCHEQGEION-UHFFFAOYSA-H aluminium sulfate (anhydrous) Chemical compound [Al+3].[Al+3].[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O DIZPMCHEQGEION-UHFFFAOYSA-H 0.000 description 3
- 235000011128 aluminium sulphate Nutrition 0.000 description 3
- 239000011575 calcium Substances 0.000 description 3
- XFWJKVMFIVXPKK-UHFFFAOYSA-N calcium;oxido(oxo)alumane Chemical compound [Ca+2].[O-][Al]=O.[O-][Al]=O XFWJKVMFIVXPKK-UHFFFAOYSA-N 0.000 description 3
- 239000011405 expansive cement Substances 0.000 description 3
- 239000002893 slag Substances 0.000 description 3
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 description 2
- 208000034189 Sclerosis Diseases 0.000 description 2
- 229910052791 calcium Inorganic materials 0.000 description 2
- 238000007596 consolidation process Methods 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000010881 fly ash Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- BVKZGUZCCUSVTD-UHFFFAOYSA-L Carbonate Chemical compound [O-]C([O-])=O BVKZGUZCCUSVTD-UHFFFAOYSA-L 0.000 description 1
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- 229910002651 NO3 Inorganic materials 0.000 description 1
- NHNBFGGVMKEFGY-UHFFFAOYSA-N Nitrate Chemical compound [O-][N+]([O-])=O NHNBFGGVMKEFGY-UHFFFAOYSA-N 0.000 description 1
- 239000011401 Portland-fly ash cement Substances 0.000 description 1
- 229910004298 SiO 2 Inorganic materials 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- 229910001586 aluminite Inorganic materials 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- BVKZGUZCCUSVTD-UHFFFAOYSA-N carbonic acid Chemical compound OC(O)=O BVKZGUZCCUSVTD-UHFFFAOYSA-N 0.000 description 1
- 150000001732 carboxylic acid derivatives Chemical class 0.000 description 1
- 235000019504 cigarettes Nutrition 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 239000002817 coal dust Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000002425 crystallisation Methods 0.000 description 1
- 230000008025 crystallization Effects 0.000 description 1
- 230000001186 cumulative effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 150000004683 dihydrates Chemical class 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 150000002148 esters Chemical class 0.000 description 1
- 239000012467 final product Substances 0.000 description 1
- 238000010304 firing Methods 0.000 description 1
- 239000012634 fragment Substances 0.000 description 1
- 239000000446 fuel Substances 0.000 description 1
- 229910001678 gehlenite Inorganic materials 0.000 description 1
- 150000004820 halides Chemical class 0.000 description 1
- 230000036571 hydration Effects 0.000 description 1
- 238000006703 hydration reaction Methods 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Soil Conditioners And Soil-Stabilizing Materials (AREA)
Abstract
A pumping cement mixture for filling and reinforcing wall rock in well. The mixed material adopts the sulphoaluminate cement (or cement clinker) sintered by low-grade bauxite as a base material to replace most or all of high-alumina cement required in the original preparation process, so that the cost of raw materials is greatly reduced, the source of the raw materials is increased, and the preparation process is simple, easy to operate and good in strength performance. At the same time, industrial waste ash can be added to reduce the cement consumption and raw material cost and solve the problem of environmental pollution.
Description
A kind of novel cement additive that is suitable for pumping is mainly used in underground filling and grouting reinforcement rock.Comprise the tunnel, roadside packing, excavation support support with backfilling, the filling of inbreak hole, pit shaft support with backfilling, are constructed anti-fire extinguishing partition wall and surrounding rock consolidation etc. at the filling that need carry out because of mining effect.
About the research of filler, Britain is the most representative, has developed low water filler and high water filling material once.Low water filler is few because of adding the water yield, and suitable wind-force is carried; The high-water material amount of water is many, and suitable waterpower is carried (pumping).The low water filler that they work out mainly adopts normal portland cement, add accelerating admixture or curing compound, as gathering materials formation, its major defect is that early strength is on the low side with gangue fragment, flyash, coal dust, amount of water is few, and water volume generally only accounts for below 55% of cumulative volume.When amount of water increased, the strength of materials descended rapidly and is difficult to and solidifies, thereby strict control amount of water.The high water filling material that Britain research goes out has Aquapack material (patent No. GB2033367A, GB2058037A), Tekpack material (patent No. GB2123808A), TekpackXX, HydropacK material etc., what use in a large number at present is that the TekpackXX.Aquapack material is base material with portland cement, add high alumina cement (being mainly the calcium aluminate composition) and mix with calcium sulfate, this material usage is 500kg/m
3The time, water consumption is 800～860kg/m
3; Tekpack material and TekpackXX are base material with the high alumina cement, add calcium sulfate and calcium oxide or calcium hydroxide and mix, and this material usage is 364kg/m
3The time, water consumption is 910～920kg/m
3; The Hydropack material then (contains calcium sulphoaluminate 3CaO3Al with a kind of special cement
2O
3CaSO
4, calcium aluminate CaO2Al
2O
3Two kinds of main components) being base material, adding calcium sulfate and calcium oxide or calcium hydroxide and mix, is 350kg/m at material usage
3The time, water consumption is 920kg/m
3.Aguapack, contain more calcium aluminate component among the Tekpack, TekpackXX material requirements high alumina cement, and they are the same with the Hydropack material, require inertia gehlenite 2CaOAl
2O
3SiO
2Content is extremely low, thereby very high to burning till the required bauxite grade requirement of cement, and raw material, fuel, firing process require very tight, have increased material cost, and raw material sources wide, be unfavorable for promoting.In addition Aguapack, TekpacK, TekpackXX material mixture ratio not at that time, the Ca(OH that produces in the hydration process)
2High alumina cement wink is coagulated, have a strong impact on the intensity of material, so these two kinds of material requirements batchings are strict, to the mineralogical composition content requirement strictness of each component.
In view of the existing all deficiencies of existing various fillers, the objective of the invention is to study that a kind of raw material source is wide, cost is low, easily make and operate and strength character good, be specially adapted to the suitable pumping filling and the injecting paste material of underground filling and surrounding rock consolidation.
Filling and injecting paste material that the sulphate aluminium cement (or clinker) that the present invention adopts low-grade bauxite to burn till is studied as base material have overcome the various deficiencies of original various fillers.The present invention is by adjusting the Al in the entringite generation slurries
2O
3, CaO, SO
3Concentration generates entringite to greatest extent before reaching the condensation of materials sclerosis, the sclerosis back generates small amount of calcium aluminite.By improving β-2CaOSiO
2Hydrated environment, impel its aquation quickly, form based on the entringite crystallization at last, and CaOSiO arranged
2NH
2O, Al
2O
33H
2O gel or 3CaOAl
2O
36H
2O, CaOAl
2O
310H
2O etc. are therebetween mineral-filled, make the material internal structure closely knit and improve intensity.The shared volume ratio of water reaches more than 60% in this material, suitable pumping.Can use slag stock pump (containing slush pump, mortar pump) to carry.This kind filler comprises following various composition:
1. each component of cement admixture and content ratio
(1). sulphate aluminium cement (or clinker).Comprise aluminium sulfate high-early (strength) cement, aluminium sulfate expansive cement, aluminium sulfate self-stressing cement.
(2). ordinary Portland cement or aluminate cement.Wherein ordinary Portland cement comprises Portland cement, portland slag cement, portland cement, Portland fly ash cement, sulfuric-resisting portland cement.Aluminate cement comprises high alumina cement, aluminate expansive cement, aluminate self-stressing cement, gypsum aluminate expansive cement.The dosage of ordinary Portland cement or aluminate cement accounts for 5～100% of sulphate aluminium cement (or clinker) weight.
(3). calcium sulfate.Can adopt a kind of or wherein several mixed gypsum of semi-hydrated gypsum, dihydrate gypsum, hard burnt plaster to provide.Its dosage accounts for 2～40% of sulphate aluminium cement (or clinker) weight.
(4). calcium oxide or calcium hydroxide.Employing lime gets final product, and its dosage accounts for 0～30% of sulphate aluminium cement (or clinker) weight.
2. suspending agent.Adopt clay or swell soil, its dosage is 0.1～15% of a cement admixture gross weight
3. inorganic salts and hydroxide accelerating admixture.The one or more combination of available sulfate, nitrate, carbonate, halide or hydroxide, its dosage accounts for 0～15% of cement admixture gross weight.
4. organic matter retarding agent.The one or more combination that comprises carboxylic acid, hydroxycarboxylic acid and its esters, silicofluoride adds the pump time that it can improve material.Its dosage accounts for 0～3% of cement admixture gross weight.
5. industrial waste lime-ash.The slag that comprises fly ash in electric power plant, fluidized bed furnace lime-ash, the logical ash of cigarette, gangue and other kinds.Its dosage accounts for 0～300% of cement admixture gross weight.
The present invention is owing to use sulphate aluminium cement (or clinker) to replace original required most of or whole aluminate cement of technology of making, can also add the industrial waste lime-ash, significantly reduced cost, and made that technology is simple, the raw material source is wide, easy to operate, strength character is good.Utilize lime-ash can also solve problem of environmental pollution.In addition, when this material slurry does not mix with accelerating admixture, do not add retarding agent, but the pump time can reach more than 4 hours, prolonged several times than other materials, fed distance has extended.
Embodiment of the present invention are as follows:
1. adopt sulphate aluminium cement and portland cement, calcium sulfate proportioning
(1). cement admixture 320～400kg/m
3
(2). suspending agent 18～24kg/m
3
(3). lime-ash 500～700kg/m
3
(4). water 600～650kg/m
3
Uniaxial compressive strength (MPa):
1 day 3 days 7 days 28 days
3.2～4.8 4.2～6.3 5.4～6.8 6.9～9.2
2. adopt sulphate aluminium cement and aluminate cement, calcium sulfate, calcium hydroxide proportioning:
(1). cement admixture 280～360kg/m
3
(2). suspending agent 16～22kg/m
3
(3). accelerating admixture 0.6～1.2kg/m
3
(4). lime-ash 400～600kg/m
3
(5). water 650～750kg/m
3
Uniaxial compressive strength (MPa):
2 hours 6 hours 1 day 3 days
0.5～0.8 1.1～2.4 2.5～4.8 3.6～5.3
7 days 28 days
4.2～5.8 4.8～6.2
Claims (9)
1, a kind of that is used for underground filling and reinforces country rock and be suitable for the pump cement mixed material, it is characterized in that cement admixture is made up of sulphate aluminium cement (or clinker), ordinary Portland cement or aluminate cement, calcium sulfate, calcium oxide or calcium hydroxide, their weight ratio is: 100: (5～100): (2～40): (0～30).
2, cement additive according to claim 1 is characterized in that having added the industrial waste lime-ash, and its dosage accounts for 0～300% of cement admixture gross weight.
3, cement additive according to claim 1 and 2 is characterized in that having added inorganic salts and hydroxide accelerating admixture, and its dosage accounts for 0～15% of cement admixture gross weight.
4, cement additive according to claim 1 and 2 is characterized in that having added the organic matter retarding agent, and its dosage accounts for 0～3% of cement admixture gross weight.
5, the dark condensation material of water according to claim 3 is characterized in that having added the organic matter retarding agent, and its dosage accounts for 0～3% of cement admixture gross weight.
6, cement additive according to claim 1 and 2 is characterized in that having added suspending agent, and its dosage accounts for 0.1～15% of cement admixture gross weight.
7, cement additive according to claim 3 is characterized in that having added suspending agent, and its dosage accounts for 0.1～15% of cement admixture gross weight.
8, cement additive according to claim 4 is characterized in that having added suspending agent, and its dosage accounts for 0.1～15% of cement admixture gross weight.
9, cement additive according to claim 5 is characterized in that having added suspending agent, and its dosage accounts for 0.1～15% of cement admixture gross weight.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 90100313 CN1053468A (en) | 1990-01-19 | 1990-01-19 | Downhole filling and grouting material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 90100313 CN1053468A (en) | 1990-01-19 | 1990-01-19 | Downhole filling and grouting material |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1053468A true CN1053468A (en) | 1991-07-31 |
Family
ID=4876590
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 90100313 Pending CN1053468A (en) | 1990-01-19 | 1990-01-19 | Downhole filling and grouting material |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1053468A (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1052966C (en) * | 1994-06-28 | 2000-05-31 | 西北矿冶研究院 | High-water-content quick-setting cemented filling composite material for mine |
| CN1061954C (en) * | 1997-04-25 | 2001-02-14 | 西安建筑科技大学 | Composite wet steel-coated grouting filler |
| CN101974317A (en) * | 2010-09-27 | 2011-02-16 | 中国海洋石油总公司 | Sulphoaluminate cement paste for deepwater cementing |
| CN102173730A (en) * | 2011-01-21 | 2011-09-07 | 煤炭科学研究总院 | High-moisture filling material and preparation method thereof |
| CN102249642A (en) * | 2011-05-04 | 2011-11-23 | 湖南宏禹水利水电岩土工程有限公司 | Thixotropic pasty grout containing clay slurry and preparation method thereof |
| CN103265260A (en) * | 2013-04-17 | 2013-08-28 | 淄博品石充填剂技术有限公司 | High-strength and rapid-hardening dual-fluid grouting material and using method thereof |
| CN108164233A (en) * | 2018-02-28 | 2018-06-15 | 河南工程学院 | A kind of paper mill sludge ash base upper flow regime goaf filling material and preparation method thereof |
| CN108164232A (en) * | 2018-02-28 | 2018-06-15 | 河南工程学院 | A kind of mining paper mill sludge ash rapid sealing material and preparation method thereof |
| CN110959035A (en) * | 2017-07-20 | 2020-04-03 | 沙特阿拉伯石油公司 | Lost circulation compositions (LCM) comprising Portland cement clinker |
| CN111439976A (en) * | 2020-02-21 | 2020-07-24 | 阳泉煤业（集团）有限责任公司 | High-water filling material for gob-side entry retaining for mine and preparation method thereof |
| CN112267848A (en) * | 2020-10-23 | 2021-01-26 | 中国矿业大学 | Grouting method and device capable of automatically sealing holes and preventing grouting pump pipeline from being blocked |
-
1990
- 1990-01-19 CN CN 90100313 patent/CN1053468A/en active Pending
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1052966C (en) * | 1994-06-28 | 2000-05-31 | 西北矿冶研究院 | High-water-content quick-setting cemented filling composite material for mine |
| CN1061954C (en) * | 1997-04-25 | 2001-02-14 | 西安建筑科技大学 | Composite wet steel-coated grouting filler |
| CN101974317A (en) * | 2010-09-27 | 2011-02-16 | 中国海洋石油总公司 | Sulphoaluminate cement paste for deepwater cementing |
| CN102173730A (en) * | 2011-01-21 | 2011-09-07 | 煤炭科学研究总院 | High-moisture filling material and preparation method thereof |
| CN102173730B (en) * | 2011-01-21 | 2013-03-06 | 煤炭科学研究总院 | High-moisture filling material and preparation method thereof |
| CN102249642A (en) * | 2011-05-04 | 2011-11-23 | 湖南宏禹水利水电岩土工程有限公司 | Thixotropic pasty grout containing clay slurry and preparation method thereof |
| CN103265260A (en) * | 2013-04-17 | 2013-08-28 | 淄博品石充填剂技术有限公司 | High-strength and rapid-hardening dual-fluid grouting material and using method thereof |
| CN110959035A (en) * | 2017-07-20 | 2020-04-03 | 沙特阿拉伯石油公司 | Lost circulation compositions (LCM) comprising Portland cement clinker |
| CN110997860A (en) * | 2017-07-20 | 2020-04-10 | 沙特阿拉伯石油公司 | Lost circulation compositions (LCM) comprising Portland cement clinker |
| CN108164232A (en) * | 2018-02-28 | 2018-06-15 | 河南工程学院 | A kind of mining paper mill sludge ash rapid sealing material and preparation method thereof |
| CN108164233A (en) * | 2018-02-28 | 2018-06-15 | 河南工程学院 | A kind of paper mill sludge ash base upper flow regime goaf filling material and preparation method thereof |
| CN108164233B (en) * | 2018-02-28 | 2020-09-25 | 河南工程学院 | Papermaking sludge ash-based high-flow-state goaf filling material and preparation method thereof |
| CN108164232B (en) * | 2018-02-28 | 2020-11-13 | 河南工程学院 | Mining papermaking sludge ash rapid sealing material and preparation method thereof |
| CN111439976A (en) * | 2020-02-21 | 2020-07-24 | 阳泉煤业（集团）有限责任公司 | High-water filling material for gob-side entry retaining for mine and preparation method thereof |
| CN112267848A (en) * | 2020-10-23 | 2021-01-26 | 中国矿业大学 | Grouting method and device capable of automatically sealing holes and preventing grouting pump pipeline from being blocked |
| CN112267848B (en) * | 2020-10-23 | 2021-11-09 | 中国矿业大学 | Grouting method and device capable of automatically sealing holes and preventing grouting pump pipeline from being blocked |
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