CN109608077A - A kind of preparation method of modification regeneration aggregate and regeneration concrete - Google Patents
A kind of preparation method of modification regeneration aggregate and regeneration concrete Download PDFInfo
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- CN109608077A CN109608077A CN201811551269.3A CN201811551269A CN109608077A CN 109608077 A CN109608077 A CN 109608077A CN 201811551269 A CN201811551269 A CN 201811551269A CN 109608077 A CN109608077 A CN 109608077A
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- 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
- C04B20/00—Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials
- C04B20/10—Coating or impregnating
- C04B20/1055—Coating or impregnating with inorganic materials
- C04B20/1077—Cements, e.g. waterglass
- C04B20/1085—Waterglass
-
- 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
- C04B28/04—Portland cements
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- 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
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
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- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Processing Of Solid Wastes (AREA)
Abstract
The invention belongs to the technical fields of regeneration concrete, disclose a kind of modification regeneration aggregate processing method, including recycled aggregate is impregnated 1-3h in modification liquid, by weight, modification liquid includes: 60-80 parts of the waterglass that mass concentration is 5%, 5-10 parts of silane coupling agent, 10-20 parts of organic siliconresin, 5-10 parts of kaolin, and modification regeneration concrete obtained has lower porosity；The invention also discloses a kind of regeneration concretes, by weight, it include following components: 250-300 parts of cement, 80-130 parts of flyash, 50-85 parts of miberal powder, 685-735 parts of sand, 646-874 parts of rubble, 202-398 parts above-mentioned of modification regeneration aggregate, 140-175 parts of water, 5-9 parts of water-reducing agent, 10-15 parts of glass fibre, in the case where a large amount of regeneration concretes are utilized, regeneration concrete obtained still compression strength with higher.
Description
Technical field
The present invention relates to the technical field of regeneration concrete, in particular to a kind of modification regeneration aggregate and regeneration concrete
Preparation method.
Background technique
In construction projects, the dosage of concrete is maximum.In the raw material of concrete, aggregate dosage ranks first, and is body
The product maximum component of specific gravity, accounts for the 60-70% of concrete material total volume.For a long time, because application regeneration is built in urban development
The random mining of concrete bring natural sand stone resource causes massif vegetation deterioration, river damage.Discarded concrete is built
Building refuse as recycled aggregate development and application in regeneration concrete, on the one hand solve the processing of a large amount of discarded concretes it is difficult with
And ecological environment resulting from it is worsening the problems such as；On the other hand consumption of the construction industry to rubble can be reduced, to subtract
Few exploitation to natural sand stone fundamentally solves rubble increasingly scarcity and a large amount of Exploit sand and stones and asks the destruction of ecological environment
Topic, protects the living environment of the mankind.
However, the rough surface of recycled aggregate, porosity is big, is applied to regeneration concrete relative to natural aggregate
In, the compression strength of the regeneration concrete after solidification is low.
Summary of the invention
In view of the shortcomings of the prior art, the purpose of the present invention one is to provide a kind of modification regeneration aggregate processing method, system
Standby modification regeneration aggregate has the characteristics that water absorption rate is small.
The first purpose of this invention has the technical scheme that
A kind of modification regeneration aggregate processing method, including recycled aggregate is impregnated into 1-3h in modification liquid, by weight, change
Property liquid include: mass concentration be 5% 60-80 parts of waterglass, 5-10 parts of silane coupling agent, 10-20 parts of organic siliconresin, kaolinite
It is 5-10 parts native.
Further: by weight, modification liquid includes: 70 parts of the waterglass that mass concentration is 5%, silane coupling agent 8
Part, 15 parts of organic siliconresin, 7 parts of kaolin.
The purpose of the present invention two: a kind of modification regeneration aggregate of above-mentioned preparation method preparation is provided.
By using above scheme, the porosity of recycled aggregate is generally larger, has stronger water absorption rate, mixed for regenerating
After in solidifying soil, water absorption is big, and the cohesiveness of the slurry in regeneration concrete is caused to be deteriorated, can not preferable package aggregate so that
The compression strength of regeneration concrete is deteriorated.In the present invention, by the way that recycled aggregate to be soaked in modification liquid, to the hole of recycled aggregate
Gap is closed, and the porosity of recycled aggregate is reduced, to promote the compression strength of regeneration concrete.
The purpose of the present invention three: providing a kind of regeneration concrete, includes following components by weight: cement 250-
300 parts, 80-130 parts of flyash, 50-85 parts of miberal powder, 685-735 parts of sand, 646-874 parts of rubble, above-mentioned modification regeneration aggregate
202-398 parts, 140-175 parts of water, 5-9 parts of water-reducing agent, 10-15 parts of glass fibre.
By using above scheme, since the hydro-thermalization of cement acts on, clear water regeneration concrete is internal in process of setting
A large amount of heat can be discharged, causes inside clear water regeneration concrete and the temperature difference of external environment is larger, so that clear water regenerates coagulation
Native mix is easy to appear the cracking phenomenas such as crackle in process of setting, the resistance to compression after thus reducing the solidification of clear water regeneration concrete
Intensity.And preparation reasonable raw material proportioning of the invention, the hydro-thermal in clear water regeneration concrete process of setting can be substantially reduced
Effect, thus reduces the internal-external temperature difference in clear water regeneration concrete process of setting, after thus improving the solidification of clear water regeneration concrete
Compression strength.
Further: including following components by weight: 270 parts of cement, 100 parts of flyash, 60 parts of miberal powder, sand
718 parts, 646-1076 parts of rubble, 398 parts of modification regeneration aggregate as claimed in claim 3,155 parts of water, 7.3 parts of water-reducing agent, glass
12 parts of glass fiber.
By using above scheme, above-mentioned analysis is pointed out, the proportion for preparing raw material of regeneration concrete is solidified for reducing
Hydro-thermalization effect in the process, improves being affected for the compression strength of regeneration concrete, and test proves, this kind proportion obtains
The compression strength of regeneration concrete is maximum, that is, it is the most reasonable to prepare raw material proportioning.
Further: the recycled aggregate includes lightweight recycled aggregate and non-lightweight recycled aggregate, and lightweight recycled aggregate
Weight ratio with non-lightweight recycled aggregate is 1:1-9.
Further: the water-reducing agent is polycarboxylate water-reducer.
Further: the cement is P.O42.5.
Further: the miberal powder uses S95 grades of miberal powders.
In conclusion the invention has the following advantages:
1, preparation reasonable raw material proportioning of the invention can substantially reduce the hydro-thermalization effect in regeneration concrete process of setting,
Thus the internal-external temperature difference in regeneration concrete process of setting is reduced, the compression strength after thus improving regeneration concrete solidification；
2, in the present invention, by the way that recycled aggregate to be soaked in modification liquid, the hole of recycled aggregate is closed, reduces regeneration
The porosity and water absorption rate of aggregate improve the cohesiveness of the slurry in regeneration concrete, thus improve the resistance to compression of regeneration concrete
Intensity.
3, the partial size proportion for limiting recycled aggregate in regeneration concrete, prepares the regeneration concrete of high compressive strength.
Specific embodiment
Invention is further described in detail below.
Following cement used in the examples are P.O42.5, and miberal powder uses S95 grades of miberal powders, and the fineness modulus 2.6 of sand is broken
Stone grain diameter is 5-30mm, and water-reducing agent is high-efficiency polycarboxylic acid water reducer, and the basic performance detection of recycled aggregate is as shown in table 1.
1 recycled aggregate basic performance of table
Embodiment 1
A kind of modified and light recycled aggregate, preparation method include that lightweight recycled aggregate is impregnated 1h in modification liquid, by weight
Meter, modification liquid include: 60 parts of the waterglass that mass concentration is 5%, 5 parts of silane coupling agent, 10 parts of organic siliconresin, kaolin 5
Part.
Embodiment 2
A kind of modified and light recycled aggregate, preparation method include that lightweight recycled aggregate is impregnated 2h in modification liquid, by weight
Meter, modification liquid include: 70 parts of the waterglass that mass concentration is 5%, 7 parts of silane coupling agent, 15 parts of organic siliconresin, kaolin 8
Part.
Embodiment 3
A kind of modified and light recycled aggregate, preparation method include that lightweight recycled aggregate is impregnated 3h in modification liquid, by weight
Meter, modification liquid include: 80 parts of the waterglass that mass concentration is 5%, 10 parts of silane coupling agent, 20 parts of organic siliconresin, kaolin
10 parts.
Embodiment 4
A kind of modified and light recycled aggregate, preparation method are carried out by the method in embodiment 2, the difference is that, by weight
Meter, modification liquid include: 60 parts of the waterglass that mass concentration is 5%, 5 parts of silane coupling agent, 10 parts of organic siliconresin, kaolin 5
Part.
Embodiment 5
A kind of modified and light recycled aggregate, preparation method are carried out by the method in embodiment 2, the difference is that, by weight
Meter, modification liquid include: 80 parts of the waterglass that mass concentration is 5%, 10 parts of silane coupling agent, 20 parts of organic siliconresin, kaolin
10 parts.
Embodiment 6
A kind of non-lightweight recycled aggregate of modification, preparation method include that non-lightweight recycled aggregate is impregnated 2h in modification liquid, by weight
Part meter is measured, modification liquid includes: 70 parts of the waterglass that mass concentration is 5%, 7 parts of silane coupling agent, 15 parts of organic siliconresin, kaolinite
8 parts of soil.
Embodiment 7
A kind of regeneration concrete is mixed by the component of following parts by weight: 250 parts of cement, 80 parts of flyash, 50 parts of miberal powder,
685 parts of sand, 646 parts of rubble, 202 parts of modification regeneration aggregate, 140 parts of water, 5 parts of water-reducing agent, 10 parts of glass fibre, wherein modified
Recycled aggregate includes the modified and light recycled aggregate that weight ratio is 1:1 and modified non-lightweight recycled aggregate, and modified and light regenerates
Aggregate and modified non-lightweight recycled aggregate are made by the method for embodiment 2 and embodiment 6 respectively.
Embodiment 8
A kind of regeneration concrete is mixed by the component of following parts by weight: 270 parts of cement, 100 parts of flyash, 60 parts of miberal powder,
718 parts of sand, 678 parts of rubble, 398 parts of modification regeneration aggregate, 155 parts of water, 7.3 parts of water-reducing agent, 12 parts of glass fibre, wherein change
Property recycled aggregate include modified and light recycled aggregate and modified non-lightweight recycled aggregate that weight ratio is 1:2.5, and modified and light
Recycled aggregate and modified non-lightweight recycled aggregate are made by the method for embodiment 2 and embodiment 6 respectively.
Embodiment 9
A kind of regeneration concrete is mixed by the component of following parts by weight: 300 parts of cement, 130 parts of flyash, 85 parts of miberal powder,
735 parts of sand, 874 parts of rubble, 398 parts of modification regeneration aggregate, 175 parts of water, 9 parts of water-reducing agent, 15 parts of glass fibre, wherein modified
Recycled aggregate includes the modified and light recycled aggregate that weight ratio is 1:9 and modified non-lightweight recycled aggregate, and modified and light regenerates
Aggregate and modified non-lightweight recycled aggregate are made by the method for embodiment 2 and embodiment 6 respectively.
Embodiment 10
A kind of regeneration concrete is prepared according to the method for embodiment 8, the difference is that: it is mixed by the component of following parts by weight
It forms: 250 parts of cement, 80 parts of flyash, 50 parts of miberal powder, 685 parts of sand, 646 parts of rubble, 202 parts of modification regeneration aggregate, water 140
Part, 5 parts of water-reducing agent, 10 parts of glass fibre.
Embodiment 11
A kind of regeneration concrete is prepared according to the method for embodiment 8, the difference is that: it is mixed by the component of following parts by weight
It forms: 300 parts of cement, 130 parts of flyash, 85 parts of miberal powder, 735 parts of sand, 874 parts of rubble, 398 parts of modification regeneration aggregate, water 175
Part, 9 parts of water-reducing agent, 15 parts of glass fibre.
Comparative example 1
A kind of regeneration concrete is prepared according to the method for embodiment 8, the difference is that: modification regeneration aggregate is replaced with broken
Stone.
Comparative example 2
A kind of regeneration concrete is prepared according to the method for embodiment 8, the difference is that: lightweight recycled aggregate used and non-light
Matter recycled aggregate directly prepares raw material with other and is mixed without impregnating modification.
Comparative example 3
A kind of regeneration concrete is prepared according to the method for embodiment 8, the difference is that: using the modified and light in embodiment 4
Recycled aggregate.
Comparative example 4
A kind of regeneration concrete is prepared according to the method for embodiment 8, the difference is that: using the modified and light in embodiment 5
Recycled aggregate.
The detection of modification regeneration aggregate performance
The performance of the recycled aggregate of embodiment 1-6 preparation is detected, the results are shown in Table 2.
The basic performance of 2 modification regeneration aggregate of table
| Recycled aggregate | Particle size range (mm) | Water absorption rate (%) before modified | Modified water absorption rate (%) |
| Embodiment 1 | 5-10 | 11.4 | 10.9 |
| Embodiment 2 | 5-10 | 11.4 | 10.1 |
| Embodiment 3 | 5-10 | 11.4 | 10.7 |
| Embodiment 4 | 5-10 | 11.4 | 10.5 |
| Embodiment 5 | 5-10 | 11.4 | 10.3 |
| Embodiment 6 | 10-20 | 3.0 | 2.7 |
As can be seen from Table 2, place is modified to lightweight recycled aggregate and non-lightweight recycled aggregate using modification liquid of the invention
After reason, the water absorption rate of lightweight recycled aggregate and non-lightweight recycled aggregate be decreased significantly, this illustrates that modification liquid can be effectively right
The hole on recycled aggregate surface is closed, and the water absorption rate of recycled aggregate is thus reduced.Comparative example 2,4,5 can be seen that
Modification liquid has larger impact with the sealing of hole effect for comparing recycled aggregate, wherein the proportion of the modification liquid in embodiment 2 is the most
Rationally.
The detection of modification regeneration aggregate performance
The compressive property of the embodiment 7-9 and comparative example 1-2 regeneration concrete prepared is detected, the results are shown in Table 3.
3 regeneration concrete performance detection of table
| Regeneration concrete | 7 days compression strength (Mpa) | 28 days compression strength (Mpa) |
| Embodiment 7 | 41 | 51 |
| Embodiment 8 | 43 | 55 |
| Embodiment 9 | 44 | 56 |
| Embodiment 10 | 42 | 53 |
| Embodiment 11 | 41 | 52 |
| Comparative example 1 | 45 | 58 |
| Comparative example 2 | 37 | 48 |
| Comparative example 3 | 41 | 53 |
| Comparative example 4 | 40 | 52 |
According to table 3, comparative example 8,10,11 as can be seen that preparation raw material proportioning to the compressive property of clear-water concrete have compared with
It is big to influence, wherein the compression strength of the clear-water concrete of the preparation in embodiment 2 is maximum, illustrates to prepare raw material in embodiment 2
It is the most reasonable to match.This is because the hydro-thermalization due to cement acts on, in process of setting, inside can discharge clear-water concrete
A large amount of heat, is caused inside clear-water concrete and the temperature difference of external environment is larger, so that clear-water concrete mix is solidifying
It is easy to appear the cracking phenomenas such as crackle in the process, the compression strength after thus reducing clear-water concrete solidification.And system of the invention
Standby reasonable raw material proportioning can substantially reduce the hydro-thermalization effect in clear-water concrete process of setting, thus reduce clear water coagulation
Internal-external temperature difference in native process of setting, the compression strength after thus improving clear-water concrete solidification.
Comparative example 8,12,13 is as can be seen that between modified and light recycled aggregate and modified non-lightweight recycled aggregate
There is larger impact with the compressive property for comparing regeneration concrete, wherein the proportion in embodiment 8 is the most suitable.
As can be seen that when not carrying out sealing of hole modification to recycled aggregate, regeneration is mixed for comparative example 8 and comparative example 2
The compression strength for coagulating soil declines to a great extent, in conjunction with comparison comparative example 3,4 can with it is further seen that, modification liquid it is mixed with regeneration is compared
The compression strength for coagulating soil has larger impact, and the proportion for the modification liquid that lightweight recycled aggregate uses in embodiment 8 is the most reasonable, right
The sealing of hole modification of lightweight recycled aggregate is most significant, and the compression strength of the regeneration concrete of acquisition is best.
In conjunction with comparative example 8 and comparative example 1 as can be seen that the compression strength of regeneration concrete prepared by the present invention with not
Compression strength using the concrete of recycled aggregate is close, this is with the proportion for preparing raw material of regeneration concrete and to Regenerated Bone
The sealing of hole modification of material is related.
Above-mentioned specific embodiment is only explanation of the invention, is not limitation of the present invention, art technology
Personnel can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but as long as
All by the protection of Patent Law in scope of the presently claimed invention.
Claims (9)
1. a kind of modification regeneration aggregate processing method, which is characterized in that including recycled aggregate is impregnated 1-3h in modification liquid,
By weight, modification liquid includes: 60-80 parts of the waterglass that mass concentration is 5%, 5-10 parts of silane coupling agent, organic siliconresin
10-20 parts, 5-10 parts of kaolin.
2. a kind of modification regeneration aggregate processing method according to claim 1, which is characterized in that by weight, change
Property liquid include: mass concentration be 5% 70 parts of waterglass, 8 parts of silane coupling agent, 15 parts of organic siliconresin, 7 parts of kaolin.
3. a kind of modification regeneration aggregate of preparation method preparation as claimed in claim 1 or 2.
4. a kind of regeneration concrete, which is characterized in that include following components by weight: 250-300 parts of cement, fine coal
80-130 parts grey, 50-85 parts of miberal powder, 685-735 parts of sand, 646-874 parts of rubble, modification regeneration aggregate as claimed in claim 3
202-398 parts, 140-175 parts of water, 5-9 parts of water-reducing agent, 10-15 parts of glass fibre.
5. a kind of regeneration concrete according to claim 4, which is characterized in that include following components by weight:
270 parts of cement, 100 parts of flyash, 60 parts of miberal powder, 718 parts of sand, 678 parts of rubble, modification regeneration aggregate as claimed in claim 3
398 parts, 155 parts of water, 7.3 parts of water-reducing agent, 12 parts of glass fibre.
6. a kind of regeneration concrete according to claim 4, it is characterised in that: the recycled aggregate includes lightweight Regenerated Bone
Material and non-lightweight recycled aggregate, and the weight ratio of lightweight recycled aggregate and non-lightweight recycled aggregate is 1:1-9.
7. according to a kind of any regeneration concrete of claim 4-6, it is characterised in that: the water-reducing agent subtracts for polycarboxylic acids
Aqua.
8. according to a kind of any regeneration concrete of claim 4-6, it is characterised in that: the cement is P.O42.5.
9. according to a kind of any regeneration concrete of claim 4-6, it is characterised in that: the miberal powder uses S95 grades of mines
Powder.
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05192568A (en) * | 1992-01-17 | 1993-08-03 | Taisei Corp | Adsorptive material for polluted area, method for improving ground, method for preventing ground from pollution, method for reusing cement raw material and adsorptive material for polluted area |
| CN103059435A (en) * | 2013-01-15 | 2013-04-24 | 河南铝城聚能实业有限公司 | Composite polystyrene heat insulation material and preparation method of heat insulation board |
| CN103130465A (en) * | 2013-03-05 | 2013-06-05 | 北京新奥混凝土集团有限公司 | LC10 haydite concrete prepared from reclaimed sand and preparation method thereof |
| CN104478361A (en) * | 2014-12-24 | 2015-04-01 | 扬州大学 | Permeable recycled aggregate and ceramsite concrete doped with industrial and agricultural solid waste and preparation |
| CN106477929A (en) * | 2016-09-20 | 2017-03-08 | 上海市建筑科学研究院 | A kind of intensifying regenerating aggregate processing method and intensifying regenerating aggregate concrete |
| CN106830988A (en) * | 2017-04-11 | 2017-06-13 | 江苏科技大学 | A kind of light-weight aggregate high performance concrete and preparation method thereof |
-
2018
- 2018-12-18 CN CN201811551269.3A patent/CN109608077B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05192568A (en) * | 1992-01-17 | 1993-08-03 | Taisei Corp | Adsorptive material for polluted area, method for improving ground, method for preventing ground from pollution, method for reusing cement raw material and adsorptive material for polluted area |
| CN103059435A (en) * | 2013-01-15 | 2013-04-24 | 河南铝城聚能实业有限公司 | Composite polystyrene heat insulation material and preparation method of heat insulation board |
| CN103130465A (en) * | 2013-03-05 | 2013-06-05 | 北京新奥混凝土集团有限公司 | LC10 haydite concrete prepared from reclaimed sand and preparation method thereof |
| CN104478361A (en) * | 2014-12-24 | 2015-04-01 | 扬州大学 | Permeable recycled aggregate and ceramsite concrete doped with industrial and agricultural solid waste and preparation |
| CN106477929A (en) * | 2016-09-20 | 2017-03-08 | 上海市建筑科学研究院 | A kind of intensifying regenerating aggregate processing method and intensifying regenerating aggregate concrete |
| CN106830988A (en) * | 2017-04-11 | 2017-06-13 | 江苏科技大学 | A kind of light-weight aggregate high performance concrete and preparation method thereof |
Cited By (22)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
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