CN104402369B - By road filling of dregs and flyash composite manufacturing and preparation method thereof - Google Patents
By road filling of dregs and flyash composite manufacturing and preparation method thereof Download PDFInfo
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- CN104402369B CN104402369B CN201410743058.5A CN201410743058A CN104402369B CN 104402369 B CN104402369 B CN 104402369B CN 201410743058 A CN201410743058 A CN 201410743058A CN 104402369 B CN104402369 B CN 104402369B
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- flyash
- dregs
- road
- compound
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- 238000011049 filling Methods 0.000 title claims abstract description 65
- 239000010881 fly ash Substances 0.000 title claims abstract description 60
- 238000002360 preparation method Methods 0.000 title claims abstract description 18
- 238000004519 manufacturing process Methods 0.000 title abstract description 8
- 239000002131 composite material Substances 0.000 title abstract description 5
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 63
- 239000003595 mist Substances 0.000 claims abstract description 49
- 239000002699 waste material Substances 0.000 claims description 49
- 238000000034 method Methods 0.000 claims description 44
- 150000001875 compounds Chemical class 0.000 claims description 34
- 239000000843 powder Substances 0.000 claims description 31
- 239000000203 mixture Substances 0.000 claims description 29
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 24
- 239000002893 slag Substances 0.000 claims description 22
- 239000004568 cement Substances 0.000 claims description 19
- 239000004567 concrete Substances 0.000 claims description 17
- OSGAYBCDTDRGGQ-UHFFFAOYSA-L calcium sulfate Chemical compound [Ca+2].[O-]S([O-])(=O)=O OSGAYBCDTDRGGQ-UHFFFAOYSA-L 0.000 claims description 16
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 claims description 15
- 229910052698 phosphorus Inorganic materials 0.000 claims description 15
- 239000011574 phosphorus Substances 0.000 claims description 15
- 239000013049 sediment Substances 0.000 claims description 15
- 239000002245 particle Substances 0.000 claims description 11
- 239000011575 calcium Substances 0.000 claims description 10
- 239000000919 ceramic Substances 0.000 claims description 9
- 238000003756 stirring Methods 0.000 claims description 9
- 235000008733 Citrus aurantifolia Nutrition 0.000 claims description 6
- 108090000790 Enzymes Proteins 0.000 claims description 6
- 102000004190 Enzymes Human genes 0.000 claims description 6
- NBIIXXVUZAFLBC-UHFFFAOYSA-N Phosphoric acid Chemical compound OP(O)(O)=O NBIIXXVUZAFLBC-UHFFFAOYSA-N 0.000 claims description 6
- 235000011941 Tilia x europaea Nutrition 0.000 claims description 6
- 229910052791 calcium Inorganic materials 0.000 claims description 6
- 239000004571 lime Substances 0.000 claims description 6
- 238000007711 solidification Methods 0.000 claims description 6
- 230000008023 solidification Effects 0.000 claims description 6
- 238000002156 mixing Methods 0.000 claims description 5
- 239000002956 ash Substances 0.000 claims description 4
- 238000013467 fragmentation Methods 0.000 claims description 4
- 238000006062 fragmentation reaction Methods 0.000 claims description 4
- 238000005303 weighing Methods 0.000 claims description 4
- 108010013043 Acetylesterase Proteins 0.000 claims description 3
- 229910000147 aluminium phosphate Inorganic materials 0.000 claims description 3
- 239000011295 pitch Substances 0.000 claims description 2
- 239000000463 material Substances 0.000 description 74
- -1 polyethylene Polymers 0.000 description 27
- ODINCKMPIJJUCX-UHFFFAOYSA-N Calcium oxide Chemical compound [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 description 16
- 239000004698 Polyethylene Substances 0.000 description 16
- 230000004048 modification Effects 0.000 description 16
- 238000012986 modification Methods 0.000 description 16
- 229920000573 polyethylene Polymers 0.000 description 16
- 230000002708 enhancing effect Effects 0.000 description 15
- 239000000835 fiber Substances 0.000 description 15
- 238000000227 grinding Methods 0.000 description 14
- 230000008569 process Effects 0.000 description 14
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- 230000000694 effects Effects 0.000 description 12
- 150000003839 salts Chemical class 0.000 description 12
- 239000004743 Polypropylene Substances 0.000 description 10
- 229920001155 polypropylene Polymers 0.000 description 10
- 239000003638 chemical reducing agent Substances 0.000 description 9
- 239000000178 monomer Substances 0.000 description 9
- 238000011160 research Methods 0.000 description 9
- 239000000126 substance Substances 0.000 description 9
- 239000000292 calcium oxide Substances 0.000 description 8
- 235000012255 calcium oxide Nutrition 0.000 description 8
- 239000001253 polyvinylpolypyrrolidone Substances 0.000 description 8
- 235000013809 polyvinylpolypyrrolidone Nutrition 0.000 description 8
- 229920000523 polyvinylpolypyrrolidone Polymers 0.000 description 8
- 239000002994 raw material Substances 0.000 description 8
- 239000000243 solution Substances 0.000 description 8
- 238000013461 design Methods 0.000 description 7
- 239000010813 municipal solid waste Substances 0.000 description 6
- 239000012071 phase Substances 0.000 description 6
- 239000002023 wood Substances 0.000 description 6
- 230000000052 comparative effect Effects 0.000 description 5
- 239000013502 plastic waste Substances 0.000 description 5
- 238000006116 polymerization reaction Methods 0.000 description 5
- 230000001172 regenerating effect Effects 0.000 description 5
- 230000008929 regeneration Effects 0.000 description 5
- 238000011069 regeneration method Methods 0.000 description 5
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 description 4
- 239000012190 activator Substances 0.000 description 4
- 239000007864 aqueous solution Substances 0.000 description 4
- 239000004566 building material Substances 0.000 description 4
- 238000006243 chemical reaction Methods 0.000 description 4
- 238000011161 development Methods 0.000 description 4
- 230000018109 developmental process Effects 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- LIVNPJMFVYWSIS-UHFFFAOYSA-N silicon monoxide Inorganic materials [Si-]#[O+] LIVNPJMFVYWSIS-UHFFFAOYSA-N 0.000 description 4
- HEMHJVSKTPXQMS-UHFFFAOYSA-M Sodium hydroxide Chemical compound [OH-].[Na+] HEMHJVSKTPXQMS-UHFFFAOYSA-M 0.000 description 3
- 239000002250 absorbent Substances 0.000 description 3
- 238000005520 cutting process Methods 0.000 description 3
- 230000032050 esterification Effects 0.000 description 3
- 238000005886 esterification reaction Methods 0.000 description 3
- 150000002500 ions Chemical class 0.000 description 3
- 239000007788 liquid Substances 0.000 description 3
- 238000012545 processing Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 239000007858 starting material Substances 0.000 description 3
- 238000007669 thermal treatment Methods 0.000 description 3
- 229910018516 Al—O Inorganic materials 0.000 description 2
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- LYCAIKOWRPUZTN-UHFFFAOYSA-N Ethylene glycol Chemical compound OCCO LYCAIKOWRPUZTN-UHFFFAOYSA-N 0.000 description 2
- 229920010126 Linear Low Density Polyethylene (LLDPE) Polymers 0.000 description 2
- 229910018557 Si O Inorganic materials 0.000 description 2
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 description 2
- 230000009471 action Effects 0.000 description 2
- 230000032683 aging Effects 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 239000011449 brick Substances 0.000 description 2
- XFWJKVMFIVXPKK-UHFFFAOYSA-N calcium;oxido(oxo)alumane Chemical compound [Ca+2].[O-][Al]=O.[O-][Al]=O XFWJKVMFIVXPKK-UHFFFAOYSA-N 0.000 description 2
- 150000001735 carboxylic acids Chemical class 0.000 description 2
- 239000003245 coal Substances 0.000 description 2
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- 125000001495 ethyl group Chemical group [H]C([H])([H])C([H])([H])* 0.000 description 2
- 239000000945 filler Substances 0.000 description 2
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- 231100000053 low toxicity Toxicity 0.000 description 2
- 239000003960 organic solvent Substances 0.000 description 2
- 229920005646 polycarboxylate Polymers 0.000 description 2
- 239000011347 resin Substances 0.000 description 2
- 229920005989 resin Polymers 0.000 description 2
- 238000009490 roller compaction Methods 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 229910052710 silicon Inorganic materials 0.000 description 2
- 239000010703 silicon Substances 0.000 description 2
- 230000009897 systematic effect Effects 0.000 description 2
- 238000010998 test method Methods 0.000 description 2
- OBSZRRSYVTXPNB-UHFFFAOYSA-N tetraphosphorus Chemical compound P12P3P1P32 OBSZRRSYVTXPNB-UHFFFAOYSA-N 0.000 description 2
- 239000012855 volatile organic compound Substances 0.000 description 2
- WROUWQQRXUBECT-UHFFFAOYSA-N 2-ethylacrylic acid Chemical compound CCC(=C)C(O)=O WROUWQQRXUBECT-UHFFFAOYSA-N 0.000 description 1
- 239000004160 Ammonium persulphate Substances 0.000 description 1
- BTBUEUYNUDRHOZ-UHFFFAOYSA-N Borate Chemical compound [O-]B([O-])[O-] BTBUEUYNUDRHOZ-UHFFFAOYSA-N 0.000 description 1
- 229910014472 Ca—O Inorganic materials 0.000 description 1
- ZAMOUSCENKQFHK-UHFFFAOYSA-N Chlorine atom Chemical compound [Cl] ZAMOUSCENKQFHK-UHFFFAOYSA-N 0.000 description 1
- 229910019092 Mg-O Inorganic materials 0.000 description 1
- 229910019395 Mg—O Inorganic materials 0.000 description 1
- BPQQTUXANYXVAA-UHFFFAOYSA-N Orthosilicate Chemical compound [O-][Si]([O-])([O-])[O-] BPQQTUXANYXVAA-UHFFFAOYSA-N 0.000 description 1
- 229920003171 Poly (ethylene oxide) Polymers 0.000 description 1
- 239000011398 Portland cement Substances 0.000 description 1
- 229910004298 SiO 2 Inorganic materials 0.000 description 1
- 229910004283 SiO 4 Inorganic materials 0.000 description 1
- 229910002800 Si–O–Al Inorganic materials 0.000 description 1
- 229910002808 Si–O–Si Inorganic materials 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- QAOWNCQODCNURD-UHFFFAOYSA-L Sulfate Chemical compound [O-]S([O-])(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 description 1
- 230000004913 activation Effects 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- 125000003545 alkoxy group Chemical group 0.000 description 1
- 125000000217 alkyl group Chemical group 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 239000004411 aluminium Substances 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 1
- 229910000329 aluminium sulfate Inorganic materials 0.000 description 1
- 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 1
- 235000011128 aluminium sulphate Nutrition 0.000 description 1
- ROOXNKNUYICQNP-UHFFFAOYSA-N ammonium persulfate Chemical compound [NH4+].[NH4+].[O-]S(=O)(=O)OOS([O-])(=O)=O ROOXNKNUYICQNP-UHFFFAOYSA-N 0.000 description 1
- 235000019395 ammonium persulphate Nutrition 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011230 binding agent Substances 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000004067 bulking agent Substances 0.000 description 1
- 238000012662 bulk polymerization Methods 0.000 description 1
- AXCZMVOFGPJBDE-UHFFFAOYSA-L calcium dihydroxide Chemical compound [OH-].[OH-].[Ca+2] AXCZMVOFGPJBDE-UHFFFAOYSA-L 0.000 description 1
- 239000000920 calcium hydroxide Substances 0.000 description 1
- 229910001861 calcium hydroxide Inorganic materials 0.000 description 1
- 239000000378 calcium silicate Substances 0.000 description 1
- 229910052918 calcium silicate Inorganic materials 0.000 description 1
- OYACROKNLOSFPA-UHFFFAOYSA-N calcium;dioxido(oxo)silane Chemical compound [Ca+2].[O-][Si]([O-])=O OYACROKNLOSFPA-UHFFFAOYSA-N 0.000 description 1
- GJYLKIZKRHDRER-UHFFFAOYSA-N calcium;sulfuric acid Chemical compound [Ca].OS(O)(=O)=O GJYLKIZKRHDRER-UHFFFAOYSA-N 0.000 description 1
- 239000010430 carbonatite Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 239000003153 chemical reaction reagent Substances 0.000 description 1
- 239000000460 chlorine Substances 0.000 description 1
- 229910052801 chlorine Inorganic materials 0.000 description 1
- 238000003776 cleavage reaction Methods 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 238000007334 copolymerization reaction Methods 0.000 description 1
- RKYSWCFUYJGIQA-UHFFFAOYSA-H copper(ii) arsenate Chemical compound [Cu+2].[Cu+2].[Cu+2].[O-][As]([O-])([O-])=O.[O-][As]([O-])([O-])=O RKYSWCFUYJGIQA-UHFFFAOYSA-H 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000008367 deionised water Substances 0.000 description 1
- 229910021641 deionized water Inorganic materials 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000012407 engineering method Methods 0.000 description 1
- 230000006353 environmental stress Effects 0.000 description 1
- 125000001301 ethoxy group Chemical group [H]C([H])([H])C([H])([H])O* 0.000 description 1
- 229910001653 ettringite Inorganic materials 0.000 description 1
- 230000005284 excitation Effects 0.000 description 1
- 239000010419 fine particle Substances 0.000 description 1
- 238000010528 free radical solution polymerization reaction Methods 0.000 description 1
- 239000000446 fuel Substances 0.000 description 1
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- 238000005469 granulation Methods 0.000 description 1
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- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 230000009931 harmful effect Effects 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 239000012943 hotmelt Substances 0.000 description 1
- 239000011396 hydraulic cement Substances 0.000 description 1
- 230000002209 hydrophobic effect Effects 0.000 description 1
- WGCNASOHLSPBMP-UHFFFAOYSA-N hydroxyacetaldehyde Natural products OCC=O WGCNASOHLSPBMP-UHFFFAOYSA-N 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- 239000003999 initiator Substances 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
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- 239000011707 mineral Substances 0.000 description 1
- 235000010755 mineral Nutrition 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 230000003204 osmotic effect Effects 0.000 description 1
- RVTZCBVAJQQJTK-UHFFFAOYSA-N oxygen(2-);zirconium(4+) Chemical compound [O-2].[O-2].[Zr+4] RVTZCBVAJQQJTK-UHFFFAOYSA-N 0.000 description 1
- 239000013618 particulate matter Substances 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 125000001997 phenyl group Chemical group [H]C1=C([H])C([H])=C(*)C([H])=C1[H] 0.000 description 1
- 239000000049 pigment Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
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- 238000010298 pulverizing process Methods 0.000 description 1
- 238000010791 quenching Methods 0.000 description 1
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- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 239000002481 rotproofing Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 230000007017 scission Effects 0.000 description 1
- 238000012216 screening Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000010420 shell particle Substances 0.000 description 1
- 229910052604 silicate mineral Inorganic materials 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000007779 soft material Substances 0.000 description 1
- 238000003900 soil pollution Methods 0.000 description 1
- 239000012798 spherical particle Substances 0.000 description 1
- 238000010561 standard procedure Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000010557 suspension polymerization reaction Methods 0.000 description 1
- 238000004154 testing of material Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
- 238000010792 warming Methods 0.000 description 1
- 230000003245 working effect Effects 0.000 description 1
- 229910052727 yttrium Inorganic materials 0.000 description 1
- VWQVUPCCIRVNHF-UHFFFAOYSA-N yttrium atom Chemical compound [Y] VWQVUPCCIRVNHF-UHFFFAOYSA-N 0.000 description 1
- 229910001928 zirconium oxide Inorganic materials 0.000 description 1
- GFQYVLUOOAAOGM-UHFFFAOYSA-N zirconium(iv) silicate Chemical compound [Zr+4].[O-][Si]([O-])([O-])[O-] GFQYVLUOOAAOGM-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- 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
Landscapes
- Road Paving Structures (AREA)
- Processing Of Solid Wastes (AREA)
Abstract
The invention discloses a kind of by road filling of dregs and flyash composite manufacturing and preparation method thereof, based on the total weight of this road filling, comprise the activated micro mist of 1-15 % by weight tool, 15-30 % by weight flyash, 40-65 % by weight dregs, and the exciting agent of 0.02-0.06 % by weight.Road filling of the present invention, while meeting road index request, makes dregs and flyash be fully used.
Description
Technical field
The present invention relates to road filling of dregs and flyash composite manufacturing and preparation method thereof.
Background technology
At present, along with the carrying out of expanding economy and Urbanization Construction, the dregs quantity that reconstruction of the old city town, road (subway) construction, excavation of foundation pit etc. produce every year is very huge, and not easily degrades.The dregs that often the old Urban renewal, excavation of subway etc. in a city produce can reach 2500 ten thousand steres.In China city, the transformation regulation of old urban area produces a large amount of architecture sediment, has data to show, removes 1m
2buildings produces 0.5-1m
3architecture sediment, every 10,000 m
2building construction process can produce 500-600t architecture sediment.But most of building waste, without any process, is just transported to countryside or surrounding city and carries out simple landfill or outdoorly to store up, cause great disadvantageous effect to environment protection.At present, the building waste more than 90% that China comprises dregs is illegally processed, and resource utilization rate is less than 5%.Building waste adopts the processing mode of stacking and landfill to create very large harmful effect to environment.
Compared with other municipal wastes, dregs has the features such as low toxicity, harmless, resourcebility utilization, along with the fast development of urban construction, natural materials will be day by day exhausted, if dregs is carried out effective regeneration utilization by certain technology, not only can solve this contradiction, the harm of rubbish to environment can also be eliminated, realize economic Sustainable development.China is more late to the research of dregs recycle, though achieve certain Preliminary Study Results at present, but still lacks comparatively systematic research, lacks standard and the code of perfect regeneration techniques.In China, building different kinds of roads needs a large amount of materials, if can be used in road engineering by dregs, then will produce great economic worth.
But, the content of architecture sediment as filler related fields of building the road is lacked in current art standards and norms, in urban road construction, architecture sediment utilizes and can follow without standards and norms, and how utilizing urban architecture dregs to reach good engineering effort still needs intensive research.In addition, the factors such as the standard-required of road pavements increasingly stringent, the application of dregs in road pavements is subject to many limitations, and such as dregs utilization ratio is not high, and the ratio in road pavements shared by dregs is less than normal.
Flyash is the fuel waste residue of power plant; a large amount of flyash needs to take large-area soil and stacks; the dust of flyash causes surrounding enviroment severe contamination; if by flyash Appropriate application in addition; not only make construction costs greatly reduce, and in Economization on land, environment protection, there is far reaching significance.
Flyash belongs to CaO, Al
2o
3-SiO
2based material, due to coal fines high-temperature burning, wherein main component aluminium, silicon define activeconstituents, simultaneously because the specific surface area of flyash is very large, have very large surface energy, and the density of flyash is little, this is provided the foundation for the present invention is used in road such as highway.Flyash has the characteristic of vesicular structure, spherical particle diameter, has good perviousness in a loose state, the permeability coefficient of its osmotic coefficient ratio cohesive soil hundreds of times greatly.Have certain compressibility under the effect of flyash outer load, its compression set of cohesive soil is much smaller on year-on-year basis, and the wicking action of flyash is stronger.
On the other hand, dregs is compared with other municipal wastes, there is the features such as low toxicity, harmless, resourcebility utilization, along with the fast development of urban construction, natural materials will be day by day exhausted, if dregs is carried out effective regeneration utilization by certain technology, not only can solve this contradiction, the harm of rubbish to environment can also be eliminated, realize economic Sustainable development.China is more late to the research of dregs recycle, though achieve certain achievement in research at present, but still lacks comparatively systematic research, lacks standard and the code of perfect regeneration techniques.In China, building different kinds of roads needs a large amount of materials, if can be used in road engineering by dregs, then will produce great economic worth.
Meanwhile, the factors such as the diversity of dregs and the standard-required of road filling increasingly stringent, the application of dregs in road filling is subject to many limitations, and such as dregs utilization ratio is not high, and the ratio in road filling shared by dregs is less, etc.
CN1133269A opens a kind of gelling material for road engineering and other civil engineering and production method, its product is mainly used in requiring wear-resisting, corrosion resistant engineering and other engineering that anti-drying shrinkage requirement is higher, hydration heat is lower, it is characterized in that this product (cement) is by slag and slag, flyash, the portland cement clinker after clearing up in advance and processing also magnetic separation, mixes containing aluminium sulfate and silicate minerals many kinds of substance grinding.
CN101348343A discloses a kind of building materials utilizing building waste to produce and preparation method thereof, the technical problem solved be make material configuration simple, reduce costs, it is by the following technical solutions: a kind of building materials utilizing building waste to produce, the weight ratio number comprised is: building waste 85-97 part, unslaked lime 3-15 part, described building waste comprises masonry and concrete, effective CaO content >=85% in described unslaked lime.The method comprises the following steps: (1) carries out primary election to building waste; (2) building waste starting material being crushed to granularity for being greater than 0 to 4mm, being milled to by the unslaked lime of CaO content >=85% and being less than 100 orders by comminuted starting materials; (3) starting material coordinate, and the building waste pulverized and unslaked lime fine powder are transported to slaking silos by weight building waste 85-97 part, unslaked lime 3-15 part after being mixed evenly, stop 1-3 hour; (4) shaping, enter stirrer from slaking silos material out, after adding the 5-8% water mix of total dry powder consumption, be delivered to feed bin, brick pressing machine is pressed into the section bar of different shape, the pressure of use is 200-1500 ton, 1-3 second clamping time; (5) autoclave curing is 190-230 DEG C in temperature, and pressure is maintenance 6-10 hour under the condition of 7-10kg, is building materials finished product.In this patent documentation, be mainly used for manufacturing shaping building material product, can not be used as road filling, such as intensity is nowhere near.
WO2006033561A1 discloses a kind of method of building waste sorting.In the process, the building castoff being ground into predetermined size is joined in the liquid of settling bath, and in groove, be isolated into various component according to proportion, wherein, described liquid has the reference specific gravity low but higher than the proportion of remaining ingredient than the proportion reclaiming component, thus only makes the component that will reclaim be separated by being deposited to the bottom of described settling bath.According to described method, can easily other impurity be included in building castoff be separated with the aggregate reused of high-quality.Particularly, suitable adjustment is carried out to the reference specific gravity of separating liquid, thus even can easily the various impurity (tile, common brick, bituminous concrete, cement lumps etc.) heavier than water be separated with the aggregate that can reuse.The sorting of what the document was mainly paid close attention to is building waste.
JP2006257681A discloses a kind of method utilizing building waste to manufacture mineral material, the method effectively can reduce the volatilization of the volatile organic compounds that building waste produces when pyroprocessing, it is by burning shell and pulverizing the volatile organic compounds that produces when the porousness shell particle that produces and described material adsorb building waste pyroprocessing, thus makes the more green and safety of the recycling of building waste.The method cost compare is high.
KR100938212B1 discloses a kind of composition for building the road, and said composition comprises 10-30 % by weight resin, 22-27 % by weight environmental protection is gathered materials, 22-27 % by weight recirculation chip material, 13-18 weight percent filler, 1.5-5 weight pigment and and 1.5-3 % by weight common additives.Said composition cost contains a large amount of resin, and cost compare is high and not ageing-resistant, in addition owing to lacking cement component, and at least intensity wretched insufficiency.
Non-patent literature " experimental study that construction refuse regenerated micro mist utilizes ", Ma Chuntao etc., Ningxia engineering, 8th volume the 1st phase, in March, 2009 discloses the method for manufacture and use thereof of construction refuse regenerated micro mist, wherein the raw material of regenerative micro powder is in the processes such as regenerative bone material by concrete fragmentation, screening, inevitably produces the fine powder material accounting for regeneration aggregate quality about 10%, particle diameter <0.16mm, and the high specific surface-area that grinding obtains micro mist is only 735.4m
2/ kg.
Need a kind of road filling of dregs composite fly ash, make the utilization ratio of dregs and flyash high, and the performance of this road filling can reach the performance of current road filling used, further, road concrete can be made to have works fine and later strength, and concrete early stage wear resistance can be improved.
Summary of the invention
In order to overcome the above-mentioned problems in the prior art, the present inventor is through further investigation, propose a kind of new solution, in this technical scheme, the main raw material of road filling is dregs and flyash, and the road filling performance that dregs and flyash can be made to obtain fully utilizing, preparing completely can be up to standard.The invention provides following technical scheme:
On the one hand, provide a kind of road filling, based on the total weight of this road filling, it comprises the activated micro mist of 1-15 % by weight tool, 15-30 % by weight flyash, 40-65 % by weight dregs, and the exciting agent of 0.02-0.06 % by weight.
The content of the activated micro mist of described tool is preferably 5-10 % by weight, more preferably 8-10 % by weight.
The content of described flyash is preferably 15-25 % by weight, more preferably 15-20 % by weight.
The content of described dregs is preferably 40-60 % by weight, more preferably 40-50 % by weight.
The content of described exciting agent is preferably 0.02-0.06 % by weight, more preferably 0.03-0.05 % by weight.
Described road filling does not preferably comprise cement, pitch or cement concrete.
The mixture that the activated micro mist of described tool can obtain with the mixing of the part by weight of 1:2-2:1 for the following two kinds micro mist (1) and (2): (1) is passed through phosphorus slag fragmentation, is ground to specific surface area for 650-2000m
2/ kg, preferred 1000-1800m
2/ kg, more preferably 1200-1600m
2the micro mist that/kg obtains; (2) by broken for waste ceramic, to be ground to specific surface area be 1000-3000m
2/ kg, preferred 1500-2600m
2/ kg, more preferably 1800-2600m
2the micro mist that/kg obtains.
Phosphorus slag is when producing yellow phosphorus by electric furnace process, and what obtain take Calucium Silicate powder as the melts of main component, through quenching, is granulation electric furnace phosphoric slag, is called for short phosphorus slag, and these be all the source that the preparation of micro mist of the present invention provides abundance.A large amount of waste ceramic is there is, also for the preparation of ceramic provides source in building waste.
Dregs belongs to soft material in material of construction, and architecture sediment in roller compaction process, more serious grain breakage can occur and produce fine particle, thus affects making construction and the roadbed filling CBR value of road.Comparatively speaking, flyash has certain intensity, not easily grain breakage is there is in roller compaction process, thus provide strong intensity to support with dregs coarse fodder to roadbed material, and the fines in architecture sediment effectively can fill the hole in dregs coarse fodder and flyash, reduce void ratio, make also can obtain desirable bulk strength and deformation stability when rolling layer is less.The present invention passes through dregs and flyash organic assembling, (anti-shear ability is mainly from frictional force to make to obtain high shear ability, namely the snap-in force between particle), the occlusion structure between particle also can not be made simultaneously to be destroyed, thus to be not easy to produce local non-uniform settling.
Dregs of the present invention is preferably modified building dregs, and described method of modifying can comprise the following steps:
(1) architecture sediment is carried out air-dry, then pulverizes, cross 6mm sieve, collection cut size be greater than 6mm and the architecture sediment being less than 30mm as coarse fodder, particle diameter is less than the architecture sediment of 6mm as fines;
(2) described fines is mixed with lime powder, then place 1-3 days under field conditions (factors), obtained first compound, wherein based on the total weight of the first compound, the content of lime powder is 5-15 % by weight, and wherein, the particle diameter of lime powder is less than 1mm;
(3) described coarse fodder is mixed successively with volcanic ash, flyash and calcium sulfate, then 3-5 days is placed under field conditions (factors), obtained second compound, wherein based on the total weight of the second compound, pozzuolanic content is 1-5 % by weight, and the content of flyash is 5-10 % by weight, the content of calcium sulfate is 0.2-1.0 % by weight, and wherein, pozzuolanic particle diameter is less than 0.50mm, and the particle diameter of flyash is less than 1mm; With
(4) the first compound and the second compound are mixed, the weight ratio of the first compound and the second compound is 3:1 to 1.5:1, obtains combined modified architecture sediment.
Described calcium sulfate can be commercial sulfuric acid calcium powder, and it directly can use when not processing further.
The present inventor finds, in the basic conditions, dregs is at OH
-overcome the decomposition activation energy of rich calcium phase under the strong effect of ion, first make Ca-O, Mg-O bond rupture, the heap poly structure of rich calcium phase is disintegrated, generate a large amount of activity units, these activity units are unstable nascent states, can interlink, also can with the Ca in solution
2+be combined into new CSH gelinite, after rich calcium is disintegrated, the continuous structure of slag glass body is incoherent, and Si-rich phase is out exposed, OH
-under ionization, in Si-rich phase, the key such as Si-O-Si, Si-O-Al, Al-O-Al also ruptures, and vitreum is thoroughly disintegrated.SiO
4 4-, AlO
4 5-, Ca
2+ion enters solution, reconfigures, and forms new hydrated product.
In addition, volcanic ash and flyash are the vitreums of a class height silicon, high alumina, low calcium, and the polymerization degree is large, strict network, it fully will be excited active, must destroy its Si-O, Al-O key, and the fracture of Si-O key is mainly by the impact of basicity, and the fracture of Al-O key is except being subject to OH
-outside the impact of ion, go back and SO
4 2-relevant, therefore select calcium sulfate can excite volcanic ash, flyash and dregs in the present invention simultaneously.The calcium sulfate waste that calcium sulfate produces after can coming from fuel-burning power plant gypsum off gas treatment, is easy to obtain and low price.
In the present invention, exciting agent can be compound bio exciting agent, can also be bases exciting agent and/or salt exciting agent.
In a preferred embodiment, described flyash is the flyash through solidification treatment, and the flyash of this process process solidification obtains by the following method: add based on flyash weighing scale 1.0-2.0%Ca (OH) to flyash
2, 0.5-1.0%CaCl
2and 0.5-1.0%CaSO
4, add the water based on flyash weighing scale 5.0-10.0% after stirring, again stir, then under room temperature environment, place 1-5 days.Meet water due to flyash self can not solidify, but mix the compound containing flyash after described solidifying agent and can be easier to solidification, the load of ground can be increased, can fast setting after causing actual settlement after construction to mix and stir to vibrate, and there is good crushing resistance, shear resistance, water tolerance.
Existing be that in the regenerative micro powder preparation of raw material, its raw material adopted is all that waste concrete prepares the thin particulate matter produced in aggregate substantially, and the micro mist of preparation is difficult to obtain larger specific surface area with building waste.More it is pointed out that existing be in the regenerative micro powder preparation of raw material with building waste, in order to make the building that obtains or road filling meet the demands, only substituting part of cement in concrete material with regenerative micro powder, and cement can not be substituted completely.
The beat all discovery of the present inventor, by phosphorus slag and slag are carried out fragmentation, grinding, the micro mist that the performance of high surface area is very excellent can be obtained, it has exceeded cement after being excited by exciting agent of the present invention in some performance (after such as gelling intensity), make it possible to substitute cement usually used in road filling completely, and can reach road fills required performance index simultaneously.Inferring its reason, may be because the concrete in building waste is compared with slag with phosphorus slag, and water-absorbent comparatively greatly, intensity is lower, fragility is comparatively large, and these features cause the micro mist prepared by regenerated waste concrete to be difficult to the cement substituted completely in road filling.By contrast, phosphorus slag and slag are used as road filling when solidifying, the SiO in chemical constitution
2and Al
2o
3component such as calcium hydroxide reaction in isoreactivity component and exciting agent, generates the products such as hydrated calcium silicate, drated calcium aluminate or hydrated calcium aluminate sulfate, thus forms cement strength.
The present inventor also finds, the specific surface area of the activated micro mist of tool (1) is only at 650-2000m
2effectively can play the substitution effect of cement in the scope of/kg, make the ultimate compression strength needed for road filling acquisition.When the specific surface area of micro mist is less than 650m
2during/kg, then the lateral reactivity of this micro mist is inadequate, such as, make the ultimate compression strength of road, resistance to cleavage not enough.And when specific surface area is greater than 2000m
2during/kg, then performance improves no longer significantly and preparation cost increase.By contrast, when using discarded concrete to carry out the grinding of micro mist, because its water-absorbent is large, be easy to cause humidity, and due to complicated component, comprise the sand grains that certain proportion is difficult to grind, even if be also difficult to obtain 500m by grinding
2the specific surface area of/more than kg, the features such as described water-absorbent is large in addition, intensity is low, cause the cement that only can substitute finite part in road filling.In the present invention, the grinding of phosphorus slag can be carried out under grinding medium exists.Described grinding can be carried out under grinding medium exists, described grinding medium be preferably zirconium silicate ball and the blending agent of yttrium stable zirconium oxide ball.
Equally, find that the specific surface area of the activated micro mist of tool (2) is only at 1000-3000m
2road concrete can be effectively made to have works fine and later strength and early stage wear resistance in the scope of/kg.
The compound of two kinds of micro mists can make the two play synergy, has both had the excellent aquation effect of micro mist (1), and has had again the intensity of micro mist (2), make up mutually respective defect.
In building waste, also there is many waste ceramics, these are all that the preparation of micro mist of the present invention provides sufficient source, and phosphorus slag is also the waste urgently processed in yellow phosphorus reparation technology, for phosphorus slag powder provides sufficient source.
In road filling of the present invention, exciting agent can be compound bio exciting agent, also can be bases exciting agent and/or salt exciting agent.
Described compound bio exciting agent can be TerraZyme enzyme, M-Zyme and Phosphoric acid esterase with (10 ~ 15): (1 ~ 2): the mixture of (2 ~ 3) weight ratio.
By the combination of these 3 kinds of enzymes, it can be made to find mutual promoting action.When using the road filling of described compound bio exciting agent to be used as base material, unconfined compression strength can be significantly improved, performance is drawn in bending resistance, resistance to compression and anti-bending rollering modulus, especially unconfined compression strength can be made relative to the described road filling not adding described compound bio exciting agent or use single creature exciting agent (such as TerraZyme enzyme), can improve at least about 18%.Compound bio exciting agent of the present invention can also add the stability of paver, extends the life-span of road, and in long-term existence basic unit, can keep solidification effect for a long time.
In road filling of the present invention, about described bases exciting agent and/or salt exciting agent, be preferably the combination of bases exciting agent and salt exciting agent, i.e. compound activator.Alkali-activated carbonatite mainly increases the OH of slurry
-concentration. improve liquid phase basicity, make the pH value of liquid phase keep about about 12, this is conducive to formation and the C of ettringite
3s, C
2the raising of S hydration rate, thus the activity exciting micro mist in road filling.
In addition, broken by waste ceramic, to be ground to specific surface area be 1000-3000m
2the micro mist that/kg obtains by broken with aforementioned phosphorus slag, to be ground to specific surface area be 650-2000m
2the micro mist phase grating that/kg obtains, the two can play collaborative promoter action mutually, and the micro mist such as obtained by waste ceramic can make the excitation rate of the micro mist obtained by phosphorus slag improve nearly one times.
Described exciting agent can be compound bio exciting agent, also can be preferably bases exciting agent and/or salt exciting agent.The present inventor also finds, may be difficult to make road filling reach most desirable by single alkali-activator, the matching of exciting agent and other material is poor, and the stability of road filling is undesirable.The present inventor, through large quantity research and test, seeks the optimum matching relation of compound activator and described micro mist and dregs class raw material, and final discovery also preferably adds a certain amount of salt exciting agent usually.
Described compound activator is the composition of bases exciting agent A and salt exciting agent B, and the weight ratio of exciting agent A and B is 2:1-6:1; Bases exciting agent A is total weight 20-30 % by weight Ca (OH) based on bases exciting agent A
2, 10-20 % by weight NaOH, 10-30 % by weight Na
2cO
3with 20-30 % by weight Na
2siO
39H
2the mixture of O; Salt exciting agent B is total weight 10-30 % by weight Na based on salt exciting agent B
2sO
4, 20-30 % by weight CaSO
42H
2o, 10-20 % by weight CaCl
2with 20-30 % by weight Ca
2sO
4mixture.
This road filling can also comprise the modification of 1-5 % by weight from building waste and the lumber fibre material of enhancing, and the lumber fibre material of wherein said modification and enhancing obtains by the following method:
(1) be cut into short for the culled wood in building waste the segment materials that maximum diameter is 0.5-2cm;
(2) short segment materials of cutting is placed in stirred pot, add the aqueous solution of surface-modifying agent, stir evenly, the mass ratio of segment materials and surface-modifying agent is 200:1-500:1, described surface-modifying agent is polyvinylpolypyrrolidone, and in solution, the concentration of polyvinylpolypyrrolidone is 20-30 % by weight;
(3) in the segment materials after surface modification, polyethylene powders, polypropylene powder or its mixture is added, mix, make the surface attachment polyethylene powders of segment materials, polypropylene powder or its mixture, the mass ratio of described segment materials and polyethylene, polypropylene or its mixture is 10:1-100:1;
(4) compound step (3) obtained is at 110 DEG C-220 DEG C, and preferably 120 DEG C-180 DEG C, more preferably thermal treatment 30-60 minute under the condition of 130-170 DEG C, obtains the lumber fibre material of modification and enhancing after being cooled to room temperature.
Described timber segment materials and polyethylene powders, the appropriate mass ratio of polypropylene powder or its mixture, make after heat treatment, the polyethylene of hot melt and/or polypropylene just can the surfaces of complete coated timber fragment substantially, if described amount of polymeric material is less, then can not cover the surface of timber fragment completely, make timber segment materials be easy to degraded in as roadbed material use procedure such as to rot, if and described amount of polymeric material is excessive, not then effective in cost, and make the performance of timber itself such as toughness and some strength be difficult to bring into play.
As mentioned before, in current building waste is recycled, waste and old wood in building waste is not utilized effectively, such as, comprise the wood type building waste of significant proportion in decoration garbage, all be not fully used, incinerated often, not only effectively do not utilize it to be worth, also cause Heavy environmental pollution.For this problem, the present inventor finds through research, by carrying out modification and enhancing to timber according to the method described above, and can particularly advantageously used as in the steady layer of water, basic unit etc. of road.Generally understanding is in the past that timber is easy to rotten, particularly in the environment having water to also exist, is difficult to be used in road filling, is more difficult to be used in the steady layer of water or subbase.In the present invention, by carrying out modification and enhancement process to it, making it have enough water tolerance, even if it is used in the steady layer of water, subbase etc. in road fills simultaneously, also can not cause due to the effect of light material modified aging.
Described polyethylene, polypropylene or its mixture are preferably from the plastic waste in rubbish.Preferably polyethylene, more preferably linear low density polyethylene (LLDPE).Known in the art, plastic waste (as various waste plastic bottle) mainly linear low density polyethylene (LLDPE) in rubbish such as building waste, it has, and intensity is high, good toughness, rigidity are strong, heat-resisting, cold-resistant, good chemical stability, also there is the performances such as good resisting environmental stress and cracking, tear-resistant intensity, and can acid-and base-resisting, organic solvent etc.The present inventor finds through further investigation, and material property required in these performances described and roadbed material is very identical, and therefore preferably use strengthens lumber fibre material from the polyethylene of the plastic waste in rubbish.The lumber fibre material obtained by the inventive method not only further enhancing the toughness of lumber fibre itself, additionally provides high strength, high rigidity, high heat-resisting, high cold-resistant, desired properties that high chemical stability is such.The plastic waste of the polyethylene material in building waste is ground into powder namely can be used in described method.
What form sharp contrast therewith is, all the time, even if recycle culled wood, also normally rotproofing is carried out to timber, but this needs to use sanitas, sanitas is the salt such as chromic salt, borate, cupric arsenate normally, if be used in road filling, very serious environmental pollution can be caused, such as soil pollution.
In addition, in lumber fibre modifying process of the present invention, for surface physics and the chemical structure of timber, polyvinylpolypyrrolidone is filtered out as Interfacial compatibilization agent in the Interfacial compatibilization agent used from other field a large amount of, polyvinylpolypyrrolidone has the side base of polarity and hydrophobic main chain, can contact with polyethylene (or polypropylene) with timber respectively, play the compatibilization reducing interfacial tension, the use of this polymer bulking agents, avoid expanding material migration in use, be conducive to having given play to stable compatibilization effect, be conducive to the stability guaranteeing matrix material simultaneously.Polyvinylpolypyrrolidone is mixed with solution, and preferred aqueous solution uses, and method is easy, not with an organic solvent, and then also has the good feature of environmental protection.
The invention still further relates to the preparation method of above-mentioned road filling, the method comprises the following steps: mixed by the exciting agent of the activated micro mist of 1-15 % by weight tool, 15-30 % by weight flyash, 40-65 % by weight dregs, 0.02-0.06 % by weight, its order by merging is as follows:
(1) exciting agent of the activated micro mist of 1-15 % by weight tool, 15-30 % by weight flyash and 0.02-0.06 % by weight is mixed, be stirred well to evenly;
(2) mixture that step (1) obtains is mixed with 40-65 % by weight dregs, be stirred well to evenly.
Preferably, said method comprising the steps of: by the activated micro mist of 1-15 % by weight tool, 15-30 % by weight flyash, 40-65 % by weight dregs, with the exciting agent of 0.02-0.06 % by weight, and optionally 1-5 % by weight mixes from the admixture of the modification of dregs and the lumber fibre material of enhancing and optional 0.01-2 % by weight, its order by merging is as follows:
(1) exciting agent of the activated micro mist of 1-15 % by weight tool, 15-30 % by weight flyash and 0.02-0.06 % by weight is mixed, be stirred well to evenly;
(2) mixture optionally step (1) obtained mixes from the admixture of the modification of dregs and the lumber fibre material of enhancing and 0.01-2 % by weight with optional 1-5 % by weight; With
(3) mixture that step (2) obtains is mixed with 40-65 % by weight dregs, be stirred well to evenly.
The present inventor finds, feed in raw material while common with prior art and to compare with the method mixed, exciting agent more can excite the activity of micro mist, its reason is mainly, if by low-down for ratio exciting agent and the very large dregs material mixing of ratio in initial mixing step, then easily wrapped up by dregs, thus make it be difficult to contact with micropowder material; In addition, flyash is generally comparatively fine and close, can mix in the initial step, and can improve the density of compound with activate micro powder and exciting agent.
In a preferred embodiment, the timber sorted out in building waste separation step process can as the raw material of the lumber fibre material of modification and enhancing, and the method being prepared the lumber fibre material of modification and enhancing by described timber comprises the following steps:
(1) be cut into short for the culled wood in dregs the segment materials that maximum diameter is 0.5-2cm;
(2) short segment materials of cutting is placed in stirred pot, add the aqueous solution of surface-modifying agent, stir evenly, the mass ratio of segment materials and surface-modifying agent is 200:1-500:1, described surface-modifying agent is polyvinylpolypyrrolidone, and in solution, the concentration of polyvinylpolypyrrolidone is 20-30 % by weight;
(3) in the segment materials after surface modification, polyethylene powders, polypropylene powder or its mixture is added, mix, make the surface attachment polyethylene powders of segment materials, polypropylene powder or its mixture, the mass ratio of described segment materials and polyethylene, polypropylene or its mixture is 10:1-100:1;
(4) compound step (3) obtained is at 110 DEG C-220 DEG C, and preferably 120 DEG C-180 DEG C, more preferably thermal treatment 30-60 minute under the condition of 130-170 DEG C, obtains the lumber fibre material of modification and enhancing after being cooled to room temperature.
Certainly, if those skilled in the art are it is to be appreciated that the amount of polyethylene powders that timber in building waste, plastic waste obtain can not meet the demand of batching, also optionally can obtain from other refuse process field.
In a further preferred embodiment, in road filling of the present invention, 0.01-5 % by weight can also be comprised, the concrete admixture of preferred 0.05-2 % by weight.
Concrete admixture of the present invention preferably comprises or multipolymer by making following monomer (I) and monomer (II) copolymerization obtain:
Wherein R
1such as, for the alkyl of C1-C6, ethyl, R
2such as, for the alkoxyl group of C2-C6, oxyethyl group, n is the integer of 2-10; With
(II) α, beta-unsaturated carboxylic acid or its salt;
Wherein the weight ratio of monomer (I) and (II) is 50-95:5-50, and the weight-average molecular weight of described multipolymer is 500-2000.
In described structure, the existence repeating ethoxy unit further enhancing the concrete water-reducing property of making.
Most preferably, described α, beta-unsaturated carboxylic acid has following chemical structural formula:
Finding by replacing at phenyl ring contraposition F, the water-reducing property of multipolymer can be strengthened further, thus the described admixture being low to moderate 0.01 % by weight can be added just can realize required water-reducing property in road filling.
Of the present invention this there is excellent water-reducing property admixture polymkeric substance or its analogue not yet have report.
Polymerization process can adopt the polymerization process of this area routine to carry out, such as mass polymerization, solution polymerization, emulsion polymerization or suspension polymerization.
The present inventor finds through research, by adding such admixture, can provide excellent water-reducing property, prevent the mobility of road filling from reducing along with the time, be very beneficial for constructing in road fills, and make it possible to the use effectively avoiding cement, road intensity is high.
Embodiment
By following specific embodiment and comparative example, further describe the present invention, but embodiment only for illustration of, can not limit the scope of the invention.
In the present invention, properties test can be carried out with reference to following standard: 1, GB/T 1346 " cement normal consistency water consumption, time of coagulation, the stability method of inspection "; 2, GB/T 17671-1999 " Test method for strength of hydraulic cement mortar "; 3, cement water reducing agent quality standard and test method JGJ 56-84; 4, GB 8076-2008; 5, JTGE51-2009 highway stabilized with inorganic binder testing of materials code; With 6, the Ministry of Communications's " highway road surface construction technique normalizing " of issuing.
Embodiment 1
The road filling of preparation 3 tons of weights, based on the total weight of this road filling, it comprises the activated micro mist of about 10 % by weight tool, about 29.94 % by weight flyash, about 60 % by weight dregs, and the exciting agent of about 0.06 % by weight.Wherein, the activated micro mist of described tool is by jaw crusher and shredder, phosphorus slag is broken, grinding, and the specific surface area of the micro mist of acquisition is 1800m
2/ kg, by jaw crusher and shredder, waste ceramic is broken, grinding, the specific surface area of the micro mist of acquisition is 2100m
2/ kg, mixes the two with the weight ratio of 1:1; Described dregs is remove from steel reinforced concrete structures the dregs produced; Described flyash is the flyash from tafelberg Coal Mine Group; Exciting agent is that TerraZyme enzyme, M-Zyme and Phosphoric acid esterase are with the mixture of 10:1:2 weight ratio.
In described road filling preparation process, first exciting agent is fully mixed with micro mist and flyash in agitator, then mix with dregs.According to standard Road Design specification, get a certain amount of described material, make the test specimen of Φ × h=10cm × 10cm, test its 28d unconfined compression strength.Through measuring, the intensity of its 28d, up to 2.01MPa, meets the requirement of strength (0.8MPa) of advanced road roadbed embankment material completely, even reaches the requirement of strength of motorway.
Comparative example 1
The specific surface area preparing the road filling of 3 tons of weights according to the schedule of operation identical with embodiment 1, the difference of itself and embodiment 1 is only that phosphorus slag is broken, grind the weight such as the micro mist use that obtains is about 500m
2the micro mist that the building refuse concrete of/kg is broken, grinding obtains substitutes.According to standard Road Design specification, get a certain amount of described material, make the test specimen of Φ × h=10cm × 10cm, test its 28d unconfined compression strength according to the method identical with embodiment 1.Through measuring, the intensity of its 28d is 0.80MPa, meets the requirement of strength of advanced road roadbed embankment material reluctantly.
Comparative example 2
Prepare the road filling of 3 tons of weights according to the schedule of operation identical with embodiment 1, the difference of itself and embodiment 1 is only that phosphorus slag specific surface area that is broken, that grind the micro mist obtained is 500m
2/ kg, the specific surface area of the micro mist that waste ceramic is broken, grinding obtains is 600m
2/ kg.According to standard Road Design specification, get a certain amount of described material, make the test specimen of Φ × h=10cm × 10cm, test its 28d unconfined compression strength according to the method identical with embodiment 1.Through measuring, the intensity of its 28d is 0.77MPa, does not meet the requirement of strength of advanced road roadbed embankment material.
Comparative example 3
Prepare the road filling of 3 tons of weights according to the schedule of operation identical with embodiment 1, the difference of itself and embodiment 1 is only that exciting agent is only TerraZyme enzyme.According to standard Road Design specification, get a certain amount of described material, make the test specimen of Φ × h=10cm × 10cm, test its 28d unconfined compression strength according to the method identical with embodiment 1.Through measuring, the intensity of its 28d is 0.76MPa, does not meet the requirement of strength of advanced road roadbed embankment material.
Embodiment 2
The preparation of the lumber fibre material of modification and enhancing
(1) by short for the culled wood in building waste be cut into maximum diameter be 0.5-2cm not wait segment materials;
(2) be placed in stirred pot by short segment materials of cutting, add the polyvinylpolypyrrolidone aqueous solution of 25 % by weight, stir with agitator, the mass ratio of segment materials and surface-modifying agent is 300:1;
(3) in the segment materials after surface modification, add polyethylene powders, fully mix, make it even, make the surface attachment polyethylene powders of segment materials, described segment materials and poly mass ratio are 80:1;
(4) compound step (3) obtained thermal treatment 45 minutes under the condition of 135 DEG C, obtains the lumber fibre material of modification and enhancing after being cooled to room temperature.
Embodiment 3
Prepare the road filling of 3 tons of weights according to the schedule of operation identical with embodiment 1, the difference of itself and embodiment 1 is only the lumber fibre material of the modification that the embodiment 2 of 3 % by weight of the road filling gross weight being incorporated as embodiment 1 on the basis of the road filling of embodiment 1 is obtained and enhancing.According to standard Road Design specification, get a certain amount of described material, make the test specimen of Φ × h=10cm × 10cm, test its 28d unconfined compression strength according to the method identical with embodiment 1.Through measuring, the intensity of its 28d is 2.21MPa, and unconfined compression strength intensity improves about 10%, meets the requirement of strength of advanced road roadbed embankment material completely, and meets the unconfined compression strength requirement of motorway.
Embodiment 4: the preparation of admixture
The chemical structural formula of monomer (I) is:
Wherein R
1for ethyl, R
2oxyethyl group, n is 5, this monomer can by by polyoxyethylene glycol and ethylacrylic acid conveniently esterification process carry out esterification, then by esterification products and oxyethyl group chlorine conveniently eliminative reaction obtain, or can be directly purchased from Sigma-Aldrich company;
The chemical structural formula of monomer (II) is:
this monomer is commercially available from Solution on Chemical Reagents in Shanghai company;
Adopt emulsion polymerization, to 500mL with adding 80g monomer (I) and 10g monomer (II) and 200mL deionized water in the round-bottomed flask of mechanical stirring device, stir lower logical nitrogen, then 0.1g ammonium persulphate is added as initiator, be warming up to polymerization temperature, polymerization temperature is 80 DEG C, keeps reaction 4 hours, reclaiming polymerisate after terminating reaction, is about 1500 through measuring the weight-average molecular weight of gained multipolymer.
Embodiment 5:
Prepare the road filling R ' of 3 tons of weights according to the schedule of operation identical with embodiment 1, the difference of itself and embodiment 1 is only to be incorporated as the obtained admixture of the embodiment 4 of 0.2 % by weight of this road filling gross weight on the basis of the road filling of embodiment 1.According to standard Road Design specification, described material is carried out making as road base layer, test water reducing ability and water reducer shrinkage ratio.
Comparative example 4:
The road filling R of 3 tons of weights is prepared according to the schedule of operation identical with embodiment 1 ", the difference of itself and embodiment 1 is only to be incorporated as the commercially available TH-928 polycarboxylate high performance water-reducing agent of 0.3 % by weight of this road filling gross weight on the basis of the road filling of embodiment 1.TH-928 polycarboxylate high performance water-reducing agent be at present think the water reducer of better performances.According to standard Road Design specification, described material is carried out making as road base layer, test water reducing ability and water reducer shrinkage ratio.
Table 1: the performance comparison of different admixture
Compared with conventional water reducer, water reducer of the present invention makes water reducing ability improve 6%, and yield reduces by 19%, this is reflected in the very large road filling of consumption, the consumption of water can be reduced, greatly improve the intensity of road filling, by the enhancing of described water-reducing property, high-strength road filling can be obtained, avoid the use of cement.Meanwhile, the life-span that the excellent properties of described water reducer can extend road filling can reach more than one times, thus greatly extends the work-ing life of road.
Finally it should be noted that obviously above-described embodiment is only for example of the present invention is clearly described, and the restriction not to embodiment.For those of ordinary skill in the field, can also make other changes in different forms on the basis of the above description.Here exhaustive without the need to also giving all embodiments.And thus the apparent change of amplifying out or variation be still among protection scope of the present invention.
Claims (5)
1. a road filling, based on the total weight of this road filling, it comprises the activated micro mist of 1-15 % by weight tool, 15-30 % by weight flyash, 40-65 % by weight dregs, and the exciting agent of 0.02-0.06 % by weight;
Wherein said flyash is the flyash through solidification treatment, and this flyash through solidification treatment obtains by the following method: add based on flyash weighing scale 1.0-2.0%Ca (OH) to flyash
2, 0.5-1.0%CaCl
2and 0.5-1.0%CaSO
4, add the water based on flyash weighing scale 5.0-10.0% after stirring, again stir, then under room temperature environment, place 1-5 days, and wherein
Described dregs is modified building dregs, and described method of modifying comprises the following steps:
(1) architecture sediment is carried out air-dry, then pulverizes, cross 6mm sieve, collection cut size be greater than 6mm and the architecture sediment being less than 30mm as coarse fodder, particle diameter is less than the architecture sediment of 6mm as fines;
(2) described fines is mixed with lime powder, then place 1-3 days under field conditions (factors), obtained first compound, wherein based on the total weight of the first compound, the content of lime powder is 5-15 % by weight, and wherein, the particle diameter of lime powder is less than 1mm;
(3) described coarse fodder is mixed successively with volcanic ash, flyash and calcium sulfate, then 3-5 days is placed under field conditions (factors), obtained second compound, wherein based on the total weight of the second compound, pozzuolanic content is 1-5 % by weight, and the content of flyash is 5-10 % by weight, the content of calcium sulfate is 0.2-1.0 % by weight, and wherein, pozzuolanic particle diameter is less than 0.50mm, and the particle diameter of flyash is less than 1mm; With
(4) the first compound and the second compound are mixed, the weight ratio of the first compound and the second compound is 3:1 to 1.5:1, obtains combined modified architecture sediment.
2. road filling according to claim 1, wherein this road filling does not comprise cement, pitch or cement concrete.
3. road filling according to claim 1 and 2, the activated micro mist of wherein said tool is that the following two kinds micro mist (1) and (2) are obtained with the mixing of the part by weight of 1:2-2:1: (1) is passed through phosphorus slag fragmentation, is ground to specific surface area for 650-2000m
2the micro mist that/kg obtains; (2) by broken for waste ceramic, to be ground to specific surface area be 1000-3000m
2the micro mist that/kg obtains.
4. road filling according to claim 1 and 2, wherein said exciting agent is compound bio exciting agent, this compound bio exciting agent be TerraZyme enzyme, M-Zyme and Phosphoric acid esterase with (10 ~ 15): (1 ~ 2): the mixture of (2 ~ 3) weight ratio.
5. the preparation method of the road filling according to any one of claim 1-4, the method comprises the following steps: mixed by the exciting agent of the activated micro mist of 1-15 % by weight tool, 15-30 % by weight flyash, 40-65 % by weight dregs, 0.02-0.06 % by weight, its order by merging is as follows:
(1) exciting agent of the activated micro mist of 1-15 % by weight tool, 15-30 % by weight flyash and 0.02-0.06 % by weight is mixed, be stirred well to evenly;
(2) mixture that step (1) obtains is mixed with 40-65 % by weight dregs, be stirred well to evenly.
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| CN104671721B (en) * | 2015-03-12 | 2017-01-25 | 北京元泰达环保科技有限公司 | Road pavement material prepared from construction waste and phosphorus slag, and preparation method for road pavement material |
| CN104692770A (en) * | 2015-03-12 | 2015-06-10 | 北京元泰达环保建材科技有限责任公司 | Road paving material prepared from construction waste composite steel slag and preparation method of road paving material |
| CN104692771B (en) * | 2015-03-12 | 2016-10-26 | 北京元泰达环保科技有限公司 | It is combined prepared road pavements of mud and preparation method thereof with building waste |
| CN104671720B (en) * | 2015-03-12 | 2016-12-07 | 北京元泰达环保科技有限公司 | Use road filling of building waste and gangue manufacture and preparation method thereof |
| CN107555860B (en) * | 2016-01-25 | 2020-03-10 | 赵永录 | Preparation method of roadbed filling material containing polished brick white mud |
| CN110499683A (en) * | 2018-05-18 | 2019-11-26 | 东宏建设股份有限公司 | A kind of method that pipeline groove and foundation pit solidified fly ash fill |
| CN111072329A (en) * | 2018-10-18 | 2020-04-28 | 厦门汉沃环保科技有限公司 | Alkali-activated waste residue soil baking-free brick and preparation method thereof |
| CN111138166B (en) * | 2019-12-30 | 2021-05-11 | 同济大学 | Method for sintering building waste soil into foamed ceramic |
| CN113121142B (en) * | 2021-04-10 | 2021-11-09 | 北京路新沥青混凝土有限公司 | Activation recovery powder, preparation method thereof and asphalt mixture containing activation recovery powder |
| CN115403352B (en) * | 2022-09-16 | 2023-09-05 | 蒋黔湘 | Method for preparing fluid solidified soil by using building slag soil |
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| CN101717207A (en) * | 2009-11-04 | 2010-06-02 | 上海寰保渣业处置有限公司 | Solidification material prepared from incineration residue material as well as production method and application thereof |
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