CN108892449A - A kind of recycled fine aggregate non-light tight concrete and preparation method thereof - Google Patents
A kind of recycled fine aggregate non-light tight concrete and preparation method thereof Download PDFInfo
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- CN108892449A CN108892449A CN201810780450.5A CN201810780450A CN108892449A CN 108892449 A CN108892449 A CN 108892449A CN 201810780450 A CN201810780450 A CN 201810780450A CN 108892449 A CN108892449 A CN 108892449A
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
- C04B28/04—Portland cements
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/80—Optical properties, e.g. transparency or reflexibility
- C04B2111/805—Transparent material
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2201/00—Mortars, concrete or artificial stone characterised by specific physical values
- C04B2201/50—Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength
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- Chemical Kinetics & Catalysis (AREA)
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Abstract
The invention belongs to the field of building materials, specifically provide a kind of recycled fine aggregate non-light tight concrete and preparation method thereof, which is cast in the mold for be covered with plastic optical fiber after mixing by following raw material and is prepared:Water:175-185 parts, cement:240-260 parts, flyash:80-100 parts, silicon ash:30-35 parts, recycled aggregate:550-600 parts, water-reducing agent:5-6 parts, thickener:0.15-0.20 parts, defoaming agent:1.5-2.0 part, anti-crack fiber:0.8-1.1 parts, based on parts by weight.It after above-mentioned raw material are mixed evenly, is cast in the mold for being covered with plastic optical fiber, demoulding after a certain period of time can be prepared by recycled aggregate non-light tight concrete.The present invention does fine aggregate using discarded concrete and substitutes natural sand/Machine-made Sand in non-light tight concrete completely, while not influencing non-light tight concrete performance, provides a new way for the resource utilization and saving natural sand stone resource of discarded concrete.
Description
Technical field
The invention belongs to the field of building materials, specifically disclose a kind of recycled fine aggregate non-light tight concrete and preparation method thereof.
Background technique
Non-light tight concrete as a kind of novel decorative concrete, broken conventional concrete it is dull, heavy, huge to people,
Dull feeling assigns the characteristics such as concrete light, active, flexible and changeable, beautiful.Currently, non-light tight concrete is public
The fields such as building, interior decoration, sculpture, craftwork are applied, and achieve good effect.Non-light tight concrete is made at present
In standby technology, generally use artificial sand/natural sand as fine aggregate, this constitutes a kind of new consumption to natural sand stone resource, especially
It is today very in short supply in sand and stone resources, is merit attention the problem of.If people can be substituted using a kind of obsolete material
Work sand/natural sand prepares the non-light tight concrete for meeting performance requirement, not only can solve above-mentioned sand and stone resources consumption problem, but also
It can be with resource utilization obsolete material.
Along with the development of China's urban construction, the scale of China's urban building waste also constantly expands, and city is built now
The annual emissions of building refuse have reached 400,000,000 tons, are limited by application technology and approach, these building wastes mostly use air storage
Formal layout, the overwhelming majority there is no resource utilization.Wherein, tear down and reconstruct build concrete be urban building waste it is main at
/ mono-.Therefore, proposition of the present invention prepares a kind of recycled fine aggregate non-light tight concrete, builds concrete using broken tear down and reconstruct and replaces
Non-light tight concrete is prepared as fine aggregate for artificial sand/natural sand, advantageously accounts for traditional non-light tight concrete to natural sand stone resource
The problem of consumption, while building the resource utilization of concrete to be torn down and reconstructed in urban building waste one new way is provided.
Summary of the invention
In order to overcome the natural sand stone resource consumption problem and urban architecture rubbish in the current technology of preparing of non-light tight concrete
Tear down and reconstruct concrete resource utilization problem of building in rubbish, the present invention provides a kind of recycled fine aggregate non-light tight concrete and its preparation side
Method builds concrete substitution artificial sand/natural sand and as fine aggregate prepares non-light tight concrete using broken tear down and reconstruct.
For achieving the above object, technical scheme is as follows:
A kind of recycled fine aggregate non-light tight concrete, which is cast in after mixing by following raw material is covered with modeling
Expect to be prepared in the mold of optical fiber:Water:175-185 parts, cement:240-260 parts, flyash:80-100 parts, silicon ash:30-35
Part, recycled aggregate:550-600 parts, water-reducing agent:5-6 parts, thickener:0.15-0.20 parts, defoaming agent:1.5-2.0 parts, cracking resistance fibre
Dimension:0.8-1.1 parts, based on parts by weight.
As preferred:A kind of recycled fine aggregate non-light tight concrete, the non-light tight concrete are poured after mixing by following raw material
It builds and is prepared in the mold for being covered with plastic optical fiber:Water:180 parts, cement:250 parts, flyash:90 parts, silicon ash:30 parts, again
Raw aggregate:580 parts, water-reducing agent:6 parts, thickener:0.18 part, defoaming agent:1.8 part, anti-crack fiber:1 part, based on parts by weight.
As preferred:The cement is PO42.5R cement;The flyash is second class powered coal ash;The silicon ash
(considered based on non-light tight concrete color) for black silicon ash;The water-reducing agent is selected from polycarboxylate water-reducer;The thickener choosing
From cellulose ether;The defoaming agent is selected from polyether-modified silicon defoaming agent;The anti-crack fiber is selected from polypropylene anti-crack fiber.
Wherein, the preparation method of recycled aggregate includes:1) it sorts, is broken:Concrete is built to discarded tearing down and reconstructing first to carry out
Sorting, using broken crusher machine after sorting;2) it sieves:The whole particles of particle size range 4.75mm or less are taken after broken.
A kind of preparation method of recycled fine aggregate non-light tight concrete, includes the following steps:
(1) prepared by fiber arrangement and mold:It is drilled on rubber bottom plate using drilling machine, makes to be formed on rubber bottom plate by nothing
The setting pattern that number aperture is constituted, then sticks with the aperture on plastic bottom board for circular cross-section plastic optical fiber, is then being covered with light
Fine plastic bottom board surrounding formwork completes the preparation of non-light tight concrete mold;
(2) concrete raw material is weighed by weight:Water:175-185 parts, cement:240-260 parts, flyash:80-
100 parts, silicon ash:30-35 parts, recycled aggregate:550-600 parts, water-reducing agent:5-6 parts, thickener:0.15-0.20 parts, defoaming agent:
1.5-2.0 part, anti-crack fiber:0.8-1.1 parts, above-mentioned raw material are mixed, after stirring, pour into step (1) and be covered with
It in the mold of optical fiber, vibrated, receipts face, maintenance, polishing, polishing, surface treatment, demoulding, conserved again, finally obtain light transmission coagulation
Soil.
Wherein, optical fiber spacing is 6.5-14.5mm, fibre diameter 2.5-3.0mm;
Drilling machine is operated using microcomputor program in step (1), is drilled on rubber bottom plate.
Maintenance method before demoulding uses overlay film, water seasoning, and the maintenance method after demoulding uses complete curing in water;Table
Surface treatment, which refers to, is handled non-light tight concrete surface using concrete surface protecting agent, and what surface protectant was selected is fluorine carbon
Type concrete surface protecting agent.
The beneficial effects of the invention are as follows:
Non-light tight concrete prepared by the present invention is divided into cement concrete part and plastic optical fiber part, wherein cement concrete
Part is prepared by following raw material, water:175-185 parts, cement:240-260 parts, flyash:80-100 parts, silicon ash:30-
35 parts, recycled aggregate:550-600 parts, water-reducing agent:5-6 parts, thickener:0.15-0.20 parts, defoaming agent:1.5-2.0 part, cracking resistance
Fiber:0.8-1.1 parts.Present invention employs the flyash of higher number, can effectively adjust the water of low water-cement ratio non-light tight concrete
Change heat, reduces cracking risk caused by non-light tight concrete internal temperature rise;Meanwhile the present invention is common using recycled aggregate water absorption rate ratio
The high feature of natural sand stone water absorption rate carries out " interior maintenance " to non-light tight concrete using recycled aggregate, i.e., when concrete mixing,
Aggregate surface micropore can absorb water, and with the progress of hydrated cementitious, these water are gradually released from aggregate surface micropore again, mend
Fill moisture required for hydrated cementitious, it is ensured that the completeness of cement hydration process;Can effectively reduce non-light tight concrete (especially compared with
Substantially/area non-light tight concrete) early-age shrinkage cracking risk, improve the volume stability of non-light tight concrete.The present invention utilizes
Discarded tear down and reconstruct builds concrete substitution artificial sand/natural sand and prepares non-light tight concrete, reduces the current technology of preparing of non-light tight concrete
In consumption to natural sand and stone resources, while building concrete resource utilization for discarded tear down and reconstruct and provide a new way.
Specific embodiment:
In order to make the objectives, technical solutions, and advantages of the present invention clearer, with reference to embodiments, to the present invention
It is described in further detail.It should be appreciated that described herein, specific examples are only used to explain the present invention, does not limit
In the present invention.
Embodiment 1:
A kind of recycled fine aggregate non-light tight concrete, which is cast in after mixing by following raw material is covered with modeling
Expect to be prepared in the mold of optical fiber:Water:175 parts, PO42.5R cement:250 parts, flyash (second level):90 parts, black silicon ash:30
Part, recycled aggregate:580 parts, polycarboxylate water-reducer (pulvis):6 parts, cellulose ether (pulvis, 50,000 viscosity):0.18 part, polyethers changes
Property silicon defoaming agent (pulvis):1.8 parts, polypropylene anti-crack fiber:1 part, based on parts by weight.
A kind of preparation method of recycled fine aggregate non-light tight concrete, includes the following steps:
(1) prepared by fiber arrangement and mold:Drilling machine is operated using microcomputor program, drills on rubber bottom plate, makes rubber
The setting pattern being made of numerous small holes is formed on bottom plate, then by the circular cross-section plastic optical fiber of special diameter size and length
The aperture on plastic bottom board is stuck with, then carpenter completes non-light tight concrete mold in the plastic bottom board surrounding formwork for being covered with optical fiber
Preparation;
(2) prepared by recycled aggregate:Concrete is built to discarded tearing down and reconstructing first to sort, and is removed sundries, is used after sorting
The type jaw crushing crusher machine of PE-100 × 60 is sieved after broken, leaves and takes 4.75mm sieve lower part of screen point;
(3) raw material are weighed by weight:Water:175 parts, PO42.5R cement:250 parts, flyash (second level):90 parts,
Black silicon ash:30 parts, recycled aggregate:580 parts, polycarboxylate water-reducer (pulvis):6 parts, cellulose ether (pulvis, 50,000 viscosity):0.18
Part, polyether-modified silicon defoaming agent (pulvis):1.8 parts, polypropylene anti-crack fiber:1 part;
(4) above-mentioned raw material are mixed evenly, after stirring, pour into and be covered in the mold of optical fiber, vibrated, received
Face, polishing, polishing, surface treatment, demoulding, conserves maintenance again, finally obtains non-light tight concrete.
Embodiment 2:
A kind of recycled fine aggregate non-light tight concrete, which is cast in after mixing by following raw material is covered with modeling
Expect to be prepared in the mold of optical fiber:Water:180 parts, PO42.5R cement:250 parts, flyash (second level):90 parts, black silicon ash:30
Part, recycled aggregate:580 parts, polycarboxylate water-reducer (pulvis):6 parts, cellulose ether (pulvis, 50,000 viscosity):0.18 part, polyethers changes
Property silicon defoaming agent (pulvis):1.8 parts, polypropylene anti-crack fiber:1 part, based on parts by weight.
A kind of preparation method of recycled fine aggregate non-light tight concrete, includes the following steps:
(1) prepared by fiber arrangement and mold:Drilling machine is operated using microcomputor program, drills on rubber bottom plate, makes rubber
The setting pattern being made of numerous small holes is formed on bottom plate, then by the circular cross-section plastic optical fiber of special diameter size and length
The aperture on plastic bottom board is stuck with, then carpenter completes non-light tight concrete mold in the plastic bottom board surrounding formwork for being covered with optical fiber
Preparation;
(2) prepared by recycled aggregate:Concrete is built to discarded tearing down and reconstructing first to sort, and is removed sundries, is used after sorting
The type jaw crushing crusher machine of PE-100 × 60 is sieved after broken, leaves and takes 4.75mm sieve lower part of screen point;
(3) raw material are weighed by weight:Water:180 parts, PO42.5R cement:250 parts, flyash (second level):90 parts,
Black silicon ash:30 parts, recycled aggregate:580 parts, polycarboxylate water-reducer (pulvis):6 parts, cellulose ether (pulvis, 50,000 viscosity):0.18
Part, polyether-modified silicon defoaming agent (pulvis):1.8 parts, polypropylene anti-crack fiber:1 part;
(4) above-mentioned raw material are mixed evenly, after stirring, pour into and be covered in the mold of optical fiber, vibrated, received
Face, polishing, polishing, surface treatment, demoulding, conserves maintenance again, finally obtains non-light tight concrete.
Embodiment 3:
A kind of recycled fine aggregate non-light tight concrete, which is cast in after mixing by following raw material is covered with modeling
Expect to be prepared in the mold of optical fiber:Water:185 parts, PO42.5R cement:250 parts, flyash (second level):90 parts, black silicon ash:30
Part, recycled aggregate:580 parts, polycarboxylate water-reducer (pulvis):6 parts, cellulose ether (pulvis, 50,000 viscosity):0.18 part, polyethers changes
Property silicon defoaming agent (pulvis):1.8 parts, polypropylene anti-crack fiber:1 part, based on parts by weight.
A kind of preparation method of recycled fine aggregate non-light tight concrete, includes the following steps:
(1) prepared by fiber arrangement and mold:Drilling machine is operated using microcomputor program, drills on rubber bottom plate, makes rubber
The setting pattern being made of numerous small holes is formed on bottom plate, then by the circular cross-section plastic optical fiber of special diameter size and length
The aperture on plastic bottom board is stuck with, then carpenter completes non-light tight concrete mold in the plastic bottom board surrounding formwork for being covered with optical fiber
Preparation;
(2) prepared by recycled aggregate:Concrete is built to discarded tearing down and reconstructing first to sort, and is removed sundries, is used after sorting
The type jaw crushing crusher machine of PE-100 × 60 is sieved after broken, leaves and takes 4.75mm sieve lower part of screen point;
(3) raw material are weighed by weight:Water:185 parts, PO42.5R cement:250 parts, flyash (second level):90 parts,
Black silicon ash:30 parts, recycled aggregate:580 parts, polycarboxylate water-reducer (pulvis):6 parts, cellulose ether (pulvis, 50,000 viscosity):0.18
Part, polyether-modified silicon defoaming agent (pulvis):1.8 parts, polypropylene anti-crack fiber:1 part;
(4) above-mentioned raw material are mixed evenly, after stirring, pour into and be covered in the mold of optical fiber, vibrated, received
Face, polishing, polishing, surface treatment, demoulding, conserves maintenance again, finally obtains non-light tight concrete.
Embodiment 4:
A kind of recycled fine aggregate non-light tight concrete, which is cast in after mixing by following raw material is covered with modeling
Expect to be prepared in the mold of optical fiber:Water:180 parts, PO42.5R cement:250 parts, flyash (second level):90 parts, black silicon ash:30
Part, recycled aggregate:580 parts, polycarboxylate water-reducer (pulvis):5 parts, cellulose ether (pulvis, 50,000 viscosity):0.18 part, polyethers changes
Property silicon defoaming agent (pulvis):1.8 parts, polypropylene anti-crack fiber:1 part;
A kind of preparation method of recycled fine aggregate non-light tight concrete, includes the following steps:
(1) prepared by fiber arrangement and mold:Drilling machine is operated using microcomputor program, drills on rubber bottom plate, makes rubber
The setting pattern being made of numerous small holes is formed on bottom plate, then by the circular cross-section plastic optical fiber of special diameter size and length
The aperture on plastic bottom board is stuck with, then carpenter completes non-light tight concrete mold in the plastic bottom board surrounding formwork for being covered with optical fiber
Preparation;
(2) prepared by recycled aggregate:Concrete is built to discarded tearing down and reconstructing first to sort, and is removed sundries, is used after sorting
The type jaw crushing crusher machine of PE-100 × 60 is sieved after broken, leaves and takes 4.75mm sieve lower part of screen point;
(3) raw material are weighed by weight:Water:180 parts, PO42.5R cement:250 parts, flyash (second level):90 parts,
Black silicon ash:30 parts, recycled aggregate:580 parts, polycarboxylate water-reducer (pulvis):5 parts, cellulose ether (pulvis, 50,000 viscosity):0.18
Part, polyether-modified silicon defoaming agent (pulvis):1.8 parts, polypropylene anti-crack fiber:1 part;
(4) above-mentioned raw material are mixed evenly, after stirring, pour into and be covered in the mold of optical fiber, vibrated, received
Face, polishing, polishing, surface treatment, demoulding, conserves maintenance again, finally obtains non-light tight concrete.
Embodiment 5:
A kind of recycled fine aggregate non-light tight concrete, which is cast in after mixing by following raw material is covered with modeling
Expect to be prepared in the mold of optical fiber:Water:180 parts, PO42.5R cement:250 parts, flyash (second level):90 parts, black silicon ash:30
Part, recycled aggregate:550 parts, polycarboxylate water-reducer (pulvis):6 parts, cellulose ether (pulvis, 50,000 viscosity):0.18 part, polyethers changes
Property silicon defoaming agent (pulvis):1.8 parts, polypropylene anti-crack fiber:1 part, based on parts by weight.
A kind of preparation method of recycled fine aggregate non-light tight concrete, includes the following steps:
(1) prepared by fiber arrangement and mold:Drilling machine is operated using microcomputor program, drills on rubber bottom plate, makes rubber
The setting pattern being made of numerous small holes is formed on bottom plate, then by the circular cross-section plastic optical fiber of special diameter size and length
The aperture on plastic bottom board is stuck with, then carpenter completes non-light tight concrete mold in the plastic bottom board surrounding formwork for being covered with optical fiber
Preparation;
(2) prepared by recycled aggregate:Concrete is built to discarded tearing down and reconstructing first to sort, and is removed sundries, is used after sorting
The type jaw crushing crusher machine of PE-100 × 60 is sieved after broken, leaves and takes 4.75mm sieve lower part of screen point;
(3) raw material are weighed by weight:Water:180 parts, PO42.5R cement:250 parts, flyash (second level):90 parts,
Black silicon ash:30 parts, recycled aggregate:550 parts, polycarboxylate water-reducer (pulvis):6 parts, cellulose ether (pulvis, 50,000 viscosity):0.18
Part, polyether-modified silicon defoaming agent (pulvis):1.8 parts, polypropylene anti-crack fiber:1 part;
(4) above-mentioned raw material are mixed evenly, after stirring, pour into and be covered in the mold of optical fiber, vibrated, received
Face, polishing, polishing, surface treatment, demoulding, conserves maintenance again, finally obtains non-light tight concrete.
Recycled aggregate non-light tight concrete prepared by embodiment 1-5, with the light transmission coagulation using conventional sandstone aggregate preparation
Soil carries out the comparison of light transmission, and performance test methods are identical, fiber optic materials used in two kinds of non-light tight concretes, fiber cut mode
And fiber arrangement etc. is completely the same, measures light transmittance using light power meter, obtains following result:
Recycled aggregate non-light tight concrete prepared by embodiment 1-5, with the light transmission coagulation using conventional sandstone aggregate preparation
Soil carry out mechanical property comparison, wherein sandstone aggregate non-light tight concrete according to:130 parts of water, 250 parts of PO42.5R cement, fine coal
90 parts of grey (second level), 30 parts of black silicon ash, 580 parts of Machine-made Sand, 6 parts of polycarboxylate water-reducer (pulvis), cellulose ether (50,000 viscosity)
0.18 part, 2 parts of polyether-modified silicon defoaming agent (pulvis), 1 part of polypropylene anti-crack fiber prepared;As a result as follows:
Recycled aggregate non-light tight concrete prepared by embodiment 1-5, with the light transmission coagulation using conventional sandstone aggregate preparation
Soil carry out freezing and thawing performance comparison, wherein sandstone aggregate non-light tight concrete according to:130 parts of water, 250 parts of PO42.5R cement, powder
90 parts of coal ash (second level), 30 parts of black silicon ash, 580 parts of Machine-made Sand, 6 parts of polycarboxylate water-reducer (pulvis), cellulose ether (50,000 viscosity)
0.18 part, 2 parts of polyether-modified silicon defoaming agent (pulvis), 1 part of polypropylene anti-crack fiber prepared;Knot after Frozen-thawed cycled 50 times
Fruit is as follows:
Recycled aggregate non-light tight concrete prepared by embodiment 1-5, with the light transmission coagulation using conventional sandstone aggregate preparation
Soil carry out early-age shrinkage performance comparison, wherein sandstone aggregate non-light tight concrete according to 130 parts of water, 250 parts of PO42.5R cement,
(50,000 is viscous for 90 parts of flyash (second level), 30 parts of black silicon ash, 580 parts of Machine-made Sand, 6 parts of polycarboxylate water-reducer (pulvis), cellulose ether
Degree) 0.18 part, 2 parts of polyether-modified silicon defoaming agent (pulvis), 1 part of polypropylene anti-crack fiber prepared;As a result as follows:
From above-mentioned light transmittance and the data comparison of compression strength it is found that building concrete substitution naturally using broken tear down and reconstruct
Sandstone prepares non-light tight concrete as fine aggregate, to the light transmission of non-light tight concrete, mechanical property and freezing and thawing performance and invariably
It significantly affects, while being conducive to improve the early-age shrinkage of non-light tight concrete, improve the early stage volume stability of non-light tight concrete.
Claims (10)
1. a kind of recycled fine aggregate non-light tight concrete, it is characterised in that:The non-light tight concrete is poured after mixing by following raw material
It builds and is prepared in the mold for being covered with plastic optical fiber:Water:175-185 parts, cement:240-260 parts, flyash:80-100 parts,
Silicon ash:30-35 parts, recycled aggregate:550-600 parts, water-reducing agent:5-6 parts, thickener:0.15-0.20 parts, defoaming agent:1.5-
2.0 parts, anti-crack fiber:0.8-1.1 parts, based on parts by weight.
2. a kind of recycled fine aggregate non-light tight concrete according to claim 1, it is characterised in that:The non-light tight concrete by with
Lower raw material, which is cast in after mixing in the mold for be covered with plastic optical fiber, to be prepared:Water:180 parts, cement:250 parts, fine coal
Ash:90 parts, silicon ash:30 parts, recycled aggregate:580 parts, water-reducing agent:6 parts, thickener:0.18 part, defoaming agent:1.8 parts, cracking resistance fibre
Dimension:1 part, based on parts by weight.
3. a kind of recycled fine aggregate non-light tight concrete according to claim 1 or 2, it is characterised in that:The cement is
PO42.5R cement.
4. a kind of recycled fine aggregate non-light tight concrete according to claim 1 or 2, it is characterised in that:The water-reducing agent
Selected from polycarboxylate water-reducer.
5. a kind of recycled fine aggregate non-light tight concrete according to claim 1 or 2, it is characterised in that:The thickener
Selected from cellulose ether.
6. a kind of recycled fine aggregate non-light tight concrete according to claim 1 or 2, it is characterised in that:The defoaming agent
Selected from polyether-modified silicon defoaming agent.
7. a kind of recycled fine aggregate non-light tight concrete according to claim 1 or 2, it is characterised in that:The cracking resistance is fine
Dimension is selected from polypropylene anti-crack fiber.
8. a kind of recycled fine aggregate non-light tight concrete according to claim 1 or 2, it is characterised in that:The system of recycled aggregate
Preparation Method includes:1) it sorts, is broken:It builds concrete to discarded tearing down and reconstructing first to sort, using broken crusher machine after sorting;
2) it sieves:The whole particles of particle size range 4.75mm or less are taken after broken.
9. a kind of preparation method of recycled fine aggregate non-light tight concrete according to claim 1 or 2, it is characterised in that:Packet
Include following steps:
(1) prepared by fiber arrangement and mold:It is drilled on rubber bottom plate using drilling machine, makes to be formed on rubber bottom plate by countless small
The setting pattern that hole is constituted, then sticks with the aperture on plastic bottom board for circular cross-section plastic optical fiber, is then being covered with optical fiber
Plastic bottom board surrounding formwork completes the preparation of non-light tight concrete mold;
(2) concrete raw material is weighed by weight:Water:175-185 parts, cement:240-260 parts, flyash:80-100
Part, silicon ash:30-35 parts, recycled aggregate:550-600 parts, water-reducing agent:5-6 parts, thickener:0.15-0.20 parts, defoaming agent:
1.5-2.0 part, anti-crack fiber:0.8-1.1 parts, above-mentioned raw material are mixed, after stirring, pour into step (1) and be covered with
It in the mold of optical fiber, vibrated, receipts face, maintenance, polishing, polishing, surface treatment, demoulding, conserved again, finally obtain light transmission coagulation
Soil.
10. a kind of preparation method of recycled fine aggregate non-light tight concrete according to claim 9, it is characterised in that:Optical fiber
Spacing is 6.5-14.5mm, fibre diameter 2.5-3.0mm.
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
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CN110317025A (en) * | 2019-08-07 | 2019-10-11 | 东莞市润阳联合智造有限公司 | A kind of strong concrete composition and non-light tight concrete wall lamp preparation method |
CN110357541A (en) * | 2019-08-12 | 2019-10-22 | 广东新瑞龙生态建材有限公司 | A kind of recycled fine aggregate concrete and preparation method thereof |
CN111205047A (en) * | 2020-03-04 | 2020-05-29 | 上海建工材料工程有限公司 | Light-transmitting concrete and manufacturing method thereof |
CN115991587A (en) * | 2021-10-19 | 2023-04-21 | 兴磊资源回收股份有限公司 | Composite material, use thereof for self-curing and construction method for building structures |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103043994A (en) * | 2013-01-23 | 2013-04-17 | 武汉理工大学 | High-strength efficient cement-based light transmission material and preparation method thereof |
CN103771803A (en) * | 2014-01-10 | 2014-05-07 | 同济大学 | Foam concrete with efficient sound-absorption and heat-preservation functions and preparation method thereof |
CN107235684A (en) * | 2017-06-21 | 2017-10-10 | 福州大学 | A kind of recycled fine aggregate ultra-high performance concrete and its application method |
-
2018
- 2018-07-16 CN CN201810780450.5A patent/CN108892449A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103043994A (en) * | 2013-01-23 | 2013-04-17 | 武汉理工大学 | High-strength efficient cement-based light transmission material and preparation method thereof |
CN103771803A (en) * | 2014-01-10 | 2014-05-07 | 同济大学 | Foam concrete with efficient sound-absorption and heat-preservation functions and preparation method thereof |
CN107235684A (en) * | 2017-06-21 | 2017-10-10 | 福州大学 | A kind of recycled fine aggregate ultra-high performance concrete and its application method |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110317025A (en) * | 2019-08-07 | 2019-10-11 | 东莞市润阳联合智造有限公司 | A kind of strong concrete composition and non-light tight concrete wall lamp preparation method |
CN110357541A (en) * | 2019-08-12 | 2019-10-22 | 广东新瑞龙生态建材有限公司 | A kind of recycled fine aggregate concrete and preparation method thereof |
CN111205047A (en) * | 2020-03-04 | 2020-05-29 | 上海建工材料工程有限公司 | Light-transmitting concrete and manufacturing method thereof |
CN115991587A (en) * | 2021-10-19 | 2023-04-21 | 兴磊资源回收股份有限公司 | Composite material, use thereof for self-curing and construction method for building structures |
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