CN103130464B - C25 self-compaction concrete prepared from recycled aggregate and preparation method thereof - Google Patents
C25 self-compaction concrete prepared from recycled aggregate and preparation method thereof Download PDFInfo
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- CN103130464B CN103130464B CN201310069510.XA CN201310069510A CN103130464B CN 103130464 B CN103130464 B CN 103130464B CN 201310069510 A CN201310069510 A CN 201310069510A CN 103130464 B CN103130464 B CN 103130464B
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- 239000004567 concrete Substances 0.000 title claims abstract description 33
- 238000002360 preparation method Methods 0.000 title claims abstract description 21
- 238000005056 compaction Methods 0.000 title abstract 3
- 239000004568 cement Substances 0.000 claims abstract description 43
- 239000004576 sand Substances 0.000 claims abstract description 28
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 26
- 239000010881 fly ash Substances 0.000 claims abstract description 25
- 239000000843 powder Substances 0.000 claims abstract description 7
- 230000008929 regeneration Effects 0.000 claims description 36
- 238000011069 regeneration method Methods 0.000 claims description 36
- 239000011376 self-consolidating concrete Substances 0.000 claims description 27
- 239000002893 slag Substances 0.000 claims description 24
- 239000000203 mixture Substances 0.000 claims description 13
- 239000000463 material Substances 0.000 claims description 12
- 239000002699 waste material Substances 0.000 claims description 11
- 238000013467 fragmentation Methods 0.000 claims description 8
- 238000006062 fragmentation reaction Methods 0.000 claims description 8
- 238000012216 screening Methods 0.000 claims description 8
- 238000003756 stirring Methods 0.000 claims description 8
- 239000002245 particle Substances 0.000 claims description 6
- 239000011398 Portland cement Substances 0.000 claims description 3
- 150000001732 carboxylic acid derivatives Chemical class 0.000 claims description 3
- 239000003638 chemical reducing agent Substances 0.000 claims description 3
- 239000008187 granular material Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 8
- 238000011049 filling Methods 0.000 abstract description 2
- 239000002994 raw material Substances 0.000 abstract description 2
- 230000002349 favourable effect Effects 0.000 abstract 2
- 239000004035 construction material Substances 0.000 abstract 1
- 238000005204 segregation Methods 0.000 abstract 1
- 238000012360 testing method Methods 0.000 description 10
- 238000000034 method Methods 0.000 description 4
- 238000002156 mixing Methods 0.000 description 4
- 238000001514 detection method Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000000465 moulding Methods 0.000 description 3
- 238000010998 test method Methods 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 2
- -1 admixture Substances 0.000 description 1
- 230000000740 bleeding effect Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 239000004574 high-performance concrete Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000002910 solid waste Substances 0.000 description 1
- 238000013112 stability test Methods 0.000 description 1
- 238000010561 standard procedure Methods 0.000 description 1
- 239000007858 starting material Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Abstract
The invention is applicable to the field of construction materials, and provides a C25 self-compaction concrete prepared from recycled aggregate and a preparation method thereof. The concrete is prepared from the following raw materials in parts by weight: 1 part of cement, 3.37-3.82 parts of reclaimed sand, 3.78-4.11 parts of recycled aggregate, 0.80 part of fly ash, 0.27 part of ground ore powder, 0.015 part of admixture and 0.91-0.98 part of water. The water-to-cement ratio is 0.439-0.474. The prepared C25 self-compaction concrete has the advantages of favorable filling property, favorable clearance throughput capacity, high segregation resistance and high stability, and is easy for construction. The cost of concrete is greatly lowered.
Description
Technical field
The invention belongs to building material field, relate in particular to a kind of C25 self-compacting concrete with regeneration aggregate preparation and preparation method thereof.
Background technology
Concrete is indispensable important engineering materials in modern civil construction project.And self-compacting concrete is the one of high performance concrete, its mix there is very high mobility and do not emanate, bleeding not, can be without vibrating levelling voluntarily, and be full of model and parcel reinforcing bar; Its Slump Time losing of Large is little.Because self-compacting concrete cement consumption is low, waste residue utilization rate is large, have good workability, thereby it is useless to save profit, use manpower and material resources sparingly, accelerating construction progress, reduces concrete comprehensive cost, and can solve the problem that casting concrete disturbs residents, in particular for being difficult to, build, the position that even cannot build, special-shaped part, can avoid occurring honeycomb, the even quality defect of concrete in cavity of pitted skin because the deficiency of vibrating causes.But traditional C25 self-compacting concrete is all to use natural thick, fine aggregate (natural sandstone) material, and so not only expense is high, can not carry out simultaneously country about economizing on resources, the techno-economic policy of protection of the environment.
Summary of the invention
The object of the invention is to: a kind of C25 self-compacting concrete with regeneration aggregate preparation is provided, is intended to solve the problem that existing C25 self-compacting concrete resource consumption is large, cost is high.
The object of the present invention is achieved like this:
A kind of C25 self-compacting concrete with regeneration aggregate preparation, material composition comprises cement, reclaimed sand, regeneration aggregate, flyash, ground blast furnace slag, admixture and water, between each material composition, press cement weight than being cement: reclaimed sand: regeneration aggregate: flyash: ground blast furnace slag: admixture: water=1:(3.37-3.82): (3.78-4.11): 0.80:0.27:0.015:(0.91-0.98), wherein, water-cement ratio is 0.439-0.474.
Further, between described concrete each material composition, by cement weight ratio, be specially cement: reclaimed sand: regeneration aggregate: flyash: ground blast furnace slag: admixture: water=1:3.82 ︰ 4.11 ︰ 0.80:0.27:0.015 ︰ 0.98, wherein, water-cement ratio is 0.474.
Or further, between described concrete each material composition, by cement weight ratio, be specially cement: reclaimed sand: regeneration aggregate: flyash: ground blast furnace slag: admixture: water=1:3.37 ︰ 3.78 ︰ 0.80:0.27:0.015 ︰ 0.91, wherein, water-cement ratio is 0.439.
Or further, between described concrete each material composition, by cement weight ratio, be specially cement: reclaimed sand: regeneration aggregate: flyash: ground blast furnace slag: admixture: water=1:3.59 ︰ 3.94 ︰ 0.80:0.27:0.015 ︰ 0.95, wherein, water-cement ratio is 0.47.
Wherein, described reclaimed sand is particle diameter≤5mm, fineness modulus 2.8, powder content 2.5%, clod content 0.8%, the apparent density 2640Kg/m that building waste is obtained through screening after fragmentation again
3, regeneration ratio of water dosage 1.2 reclaimed sand.
Described regeneration aggregate is continuous grading, powder content 0.9%, clod content 0.4%, water-intake rate 2.8%, crush index 11.5%, the apparent density 2650Kg/m of particle diameter 5-25mm that building waste is obtained through screening after fragmentation again
3, faller gill shape granule content 6% regeneration aggregate.
Described admixture is high-efficiency water-reducing agent of poly-carboxylic acid, and described cement is P.O42.5 ordinary Portland cement, and described ground blast furnace slag is S95 level ground blast furnace slag, and described flyash is II level flyash.
Another object of the present invention is to: a kind of preparation method of the C25 self-compacting concrete with regeneration aggregate preparation as above is provided, comprises the steps:
By proportioning, take cement, reclaimed sand, regeneration aggregate, flyash, ground blast furnace slag, admixture and water;
The water that drops into reclaimed sand, regeneration aggregate and 1/3 stirs 10 seconds;
The water and the admixture that drop into cement, flyash, ground blast furnace slag, residue 2/3 continue to stir until evenly go out machine.
Wherein, from reclaimed sand, regeneration aggregate, dropping into the churning time that stirrer to concrete goes out machine is 90-120 second.
Outstanding advantages of the present invention is: the present invention adds cement, flyash, ground blast furnace slag, admixture and water to prepare C25 self-compacting concrete by the reclaimed sand and the regenerated coarse aggregate that obtain after choosing the treated fragmentation of building waste, screening of different-grain diameter, the concrete not only making has good fillibility, gap trafficability characteristic, education resistance and stability, be easy to construction, and more environmental protection of preparation process, concrete cost is also reduced greatly.
Embodiment
In order to make object of the present invention, technical scheme and advantage clearer, below in conjunction with embodiment, the present invention is further elaborated.Should be appreciated that specific embodiment described herein, only in order to explain the present invention, is not intended to limit the present invention.
C25 self-compacting concrete provided by the invention adopts cement, reclaimed sand, regeneration aggregate, flyash, ground blast furnace slag, admixture, and water obtains as raw material preparation, these several stock yards are followed successively by 1:(3.37-3.82 by cement weight ratio): (3.78-4.11): 0.80:0.27:0.015:(0.91-0.98), wherein, water-cement ratio is 0.439-0.474.Described reclaimed sand is particle diameter≤5mm, fineness modulus 2.8, powder content 2.5%, clod content 0.8%, the apparent density 2640Kg/m that building waste is obtained through screening after fragmentation again
3, regeneration ratio of water dosage 1.2 reclaimed sand; Described regeneration aggregate is continuous grading, powder content 0.9%, clod content 0.4%, water-intake rate 2.8%, crush index 11.5%, the apparent density 2650Kg/m of particle diameter 5-25mm that building waste is obtained through screening after fragmentation again
3, faller gill shape granule content 6% regeneration aggregate; Described admixture is high-efficiency water-reducing agent of poly-carboxylic acid; Described cement is that bulk cement is main, preferably P.O42.5 ordinary Portland cement; Described ground blast furnace slag is S95 level ground blast furnace slag; Described flyash is II level flyash.Wherein, building waste is built, laid or remove, produces in repairerment process all kinds of buildingss, structures, pipe network etc. for construction, unit in charge of construction or individual dregs, spoir, remaining mud and other wastes.
The preparation method of the C25 self-compacting concrete with regeneration aggregate preparation provided by the invention is as follows:
Step 1, by proportioning, take starting material;
Step 2, the water that drops into reclaimed sand, regeneration aggregate and 1/3 stir 10 seconds;
Step 3, the water that drops into cement, flyash, ground blast furnace slag, residue 2/3 and admixture continue to stir until evenly go out machine.
Wherein, from reclaimed sand, regeneration aggregate, drop into the churning time that stirrer to concrete goes out machine and be preferably 90-120 second.
After going out machine, C25 self-compacting concrete with regeneration aggregate preparation provided by the invention to newly mixing self-compacting concrete, carries out respectively fillibility test by the regulation of national standard method GB/T50080-2002 < < Standard for test methods of properties of ordinary concrete mixture standard > > and JGJ/T283-2012 < < self-compacting concrete utilisation technology rules > >, its result is divergence 650-750mm, expansion time 3.5s-4.5s, gap trafficability characteristic test result is 22mm, education resistance test result is 16%, and stability test result is 7%, and going out after machine, through slump test in 30 minutes, be 260mm, divergence is 620-700mm, through slump test in 60 minutes, be 255mm, divergence is 590-650mm.Visible, test result is good, meets the desired properties data target of self-compacting concrete.
In one embodiment of the invention, the material composition proportioning (cement weight ratio) of preparation C25 self-compacting concrete is cement: reclaimed sand: regeneration aggregate: flyash: ground blast furnace slag: admixture: water=1 ︰ 3.82 ︰ 4.11 ︰ 0.80:0.27:0.015 ︰ 0.98, wherein, water-cement ratio is 0.474.By the water that first drops into reclaimed sand, regeneration aggregate and 1/3, stir after 10 seconds, then the water and the admixture that drop into cement, flyash, ground blast furnace slag, residue 2/3 stir until evenly.
The self-compacting concrete of mixing is moulding in 15min after mixing, during test, concrete mix good mixing is mixed three times more back and forth, not stratifiedly once packs die trial into, and when filling with substance plugs and pounds along each die trial wall with spatula, and makes concrete mix exceed die trial mouth.And during self-compacting concrete moulding, do not use shaking table or plug and pound method moulding.Strike off die trial unnecessary concrete suitable for reading floating with spatula, put into concrete curing box and carry out maintenance.24 as a child form removals, after form removal, test block is moved to concrete mark and carry out maintenance (mark support between 20 ± 2 ℃ of temperature, humidity >=95%) in supporting, in the age of concrete, reaching 28 days takes out afterwards, the method that adopts < < GB/T 50081-2002 standard for test methods of mechanical properties of ordinary concrete > > to provide is carried out intensity detection, intensity reaches 26.9Mp, conformance with standard.
In another embodiment of the present invention, the material composition proportioning (cement weight ratio) of preparation C25 self-compacting concrete is cement: reclaimed sand: regeneration aggregate: flyash: ground blast furnace slag: admixture: water=1 ︰ 3.37 ︰ 3.78 ︰ 0.80:0.27:0.015 ︰ 0.91, wherein, water-cement ratio is 0.439.The C25 self-compacting concrete making according to this proportioning and above-mentioned preparation method, adopts above-mentioned same testing method to carry out intensity detection to it, and intensity reaches 33.4Mp, conformance with standard.
And in a preferred embodiment of the invention, the material composition proportioning (cement weight ratio) of preparation C25 self-compacting concrete is cement: reclaimed sand: regeneration aggregate: flyash: ground blast furnace slag: admixture: water=1 ︰ 3.59 ︰ 3.94 ︰ 0.80:0.27:0.015 ︰ 0.95, wherein, water-cement ratio is 0.47.The C25 self-compacting concrete making according to this proportioning and above-mentioned preparation method, it is adopted to above-mentioned same testing method, in the age of concrete, reach 3 days, 7 days, in the time of 28 days, concrete is taken out, the method that adopts < < GB/T 50081-2002 standard for test methods of mechanical properties of ordinary concrete > > to provide is carried out intensity detection to concrete, its intensity is respectively 14.35 Mp, 22.50Mp, 30.2Mp, conformance with standard, press JGJ/T283-2012 < < self-compacting concrete utilisation technology rules > > to concrete fillibility simultaneously, gap trafficability characteristic, education resistance and stability are tested, its result also meets the desired every data target of self-compacting concrete, and on cost every cubic metre can save 24.5 yuan.
The present invention adds cement, flyash, ground blast furnace slag, admixture and water to prepare C25 self-compacting concrete by the reclaimed sand and the regenerated coarse aggregate that obtain after choosing the treated fragmentation of building waste, screening of different-grain diameter; not only construction refuse resource is recycled; carried out national about economizing on resources, the techno-economic policy of protection of the environment; and owing to utilizing solid waste; greatly reduce concrete cost; and the concrete making has good fillibility, gap trafficability characteristic, education resistance and stability, be easy to construction.
The foregoing is only preferred embodiment of the present invention, not in order to limit the present invention, all any modifications of doing within the spirit and principles in the present invention, be equal to and replace and improvement etc., within all should being included in protection scope of the present invention.
Claims (1)
1. a preparation method for the C25 self-compacting concrete of preparing with regeneration aggregate, is characterized in that, comprises the steps:
By proportioning, take cement, reclaimed sand, regeneration aggregate, flyash, ground blast furnace slag, admixture and water;
The water that drops into reclaimed sand, regeneration aggregate and 1/3 stirs 10 seconds;
The water and the admixture that drop into cement, flyash, ground blast furnace slag, residue 2/3 continue to stir until evenly go out machine;
The churning time that goes out machine from reclaimed sand, regeneration aggregate input stirrer to concrete is 90-120 second;
Wherein, between described concrete each material composition, by cement weight ratio, be specially cement: reclaimed sand: regeneration aggregate: flyash: ground blast furnace slag: admixture: water=1: 0.80: 0.27: 0.015 ︰ 0.98 of 3.82 ︰ 4.11 ︰, wherein, water-cement ratio is 0.474;
Described reclaimed sand is particle diameter≤5mm, fineness modulus 2.8, powder content 2.5%, clod content 0.8%, the apparent density 2640Kg/m that building waste is obtained through screening after fragmentation again
3, regeneration ratio of water dosage 1.2 reclaimed sand;
Described regeneration aggregate is continuous grading, powder content 0.9%, clod content 0.4%, water-intake rate 2.8%, crush index 11.5%, the apparent density 2650Kg/m of particle diameter 5-25mm that building waste is obtained through screening after fragmentation again
3, faller gill shape granule content 6% regeneration aggregate;
Described admixture is high-efficiency water-reducing agent of poly-carboxylic acid, and described cement is P.O42.5 ordinary Portland cement, and described ground blast furnace slag is S95 level ground blast furnace slag, and described flyash is II level flyash.
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| CN201310069510.XA CN103130464B (en) | 2013-03-05 | 2013-03-05 | C25 self-compaction concrete prepared from recycled aggregate and preparation method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN103936368B (en) * | 2014-04-18 | 2016-05-04 | 张家港江苏科技大学产业技术研究院 | C40 level simple grain level regeneration self-compacting concrete and preparation method thereof |
| CN105801018A (en) * | 2014-12-30 | 2016-07-27 | 叶腾 | C25 full-recycled-aggregate concrete and preparation method thereof |
| CN106277953B (en) * | 2016-07-21 | 2018-07-24 | 武汉源锦商品混凝土有限公司 | A kind of C30 regenerated aggregate concretes and preparation method thereof |
| CN106242393A (en) * | 2016-07-25 | 2016-12-21 | 铜陵海源超微粉体有限公司 | A kind of C25 concrete formulating method |
| CN106277955A (en) * | 2016-07-25 | 2017-01-04 | 铜陵海源超微粉体有限公司 | A kind of C30 concrete formulating method |
| CN114890741A (en) * | 2022-05-11 | 2022-08-12 | 中建八局第二建设有限公司 | Low-carbon self-leveling lightweight concrete and preparation method and construction method thereof |
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| CN101391880A (en) * | 2007-09-17 | 2009-03-25 | 寇全有 | Lightweight concrete material from cast-in-situ wall construction waste and production and use method thereof |
| CN102476931A (en) * | 2010-11-26 | 2012-05-30 | 周立志 | Green recycled building material |
| CN102091482B (en) * | 2010-12-22 | 2012-10-31 | 北京工业大学 | Concrete water filter pipe |
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